STRUCTURAL CALCULATION REPORT - RUMAH TAHFIDZ AL-MARWAH
RUMAH TAHFIDZ AL-MARWAH
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TABLE OF CONTENT
1.
GENERAL
1.1.
1.2.
1.3.
1.4.
1.5.
1.6.
2.
LOAD DATA AND LOAD COMBINATION
2.1.
2.2.
2.3.
2.4.
2.5.
3.
DEAD LOAD [D]
LIVE LOAD [L]
EARTHQUAKE [E]
WIND LOAD [W]
LOAD COMBINATION
EXECUTIVE SUMMARY
3.1.
3.2.
3.3.
3.4.
4.
OUTLINE PROJECT AND SCOPE
CODES, STANDARDS, AND OTHER SPESIFICATIONS
MATERIAL PROPERTIES
UNIT OF MEASUREMENT
COMPUTER SOFTWARE
TYPICAL FACILITY LAYOUT
STRUCTURAL FRAME ARRANGEMENT
STRUCTURAL FRAME DIMENSION
STABILITY & DEFLECTION CHECK
REBAR DESIGN
MODELING AND ANALYSIS
4.1.
4.2.
4.3.
4.4.
GENERAL
FEA MODEL (MEMBER SIZE AND DIMENSION)
APPLIED LOAD
MEMBER UTILIZATION RATIO CHECK
APPENDIX A
STAAD.Pro INPUT
4
4
4
4
4
4
5
6
6
6
6
7
8
11
11
11
12
12
14
14
14
15
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STRUCTURAL CALCULATION
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AL-MARWAH
1.
GENERAL
1.1.
OUTLINE PROJECT AND SCOPE
1.2.
Project
:
Location
:
Client
:
Contractor
:
Vendor
:
Structure type
:
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South Tangerang, Banten, Indonesia
Reinforced Concrete structure
CODES, STANDARDS, AND OTHER SPESIFICATIONS
1.2.1. CODES & STANDARDS
ASCE 7-10
Minimum Design and Assocoated Criteria for Buildings and Other Structure
AISC 360-16
Specification for Structural Steel Buildings
IBC 2015
International Building Code
Building Code Requirements for Structural Concrete
1.3.
ACI 314R-16
Guide to Simplified Design for Reinforced Concrete Buildings
ACI 360R-10
Guide to Design of Slabs on Ground
ASTM
American Society for Testing and Materials
SNI-1729-2015
Spesifikasi untuk Bangunan Gedung Baja Struktural
SNI-2052-2017
Baja Tulangan Beton
MATERIAL PROPERTIES
Normal concrete compressive strength
f’c
=
Deform bar yield strength
fy
= 420 MPa
Structural steel (JIS G3101 SS400)
fy
= 245 MPa
Structural steel (JIS G3106 SM490YA)
fy
= 355 MPa
Stee pipe (JIS G3444 STK 400)
fy
= 235 MPa
Anchor bolt (ASTM F1554 or Grade 55)
fy
= 235 MPa
Steel density
1.4.
UNIT OF MEASUREMENT
Unit of measurement shall be in Metrics Unit
1.5.
COMPUTER SOFTWARE
This calculation is using following software:
a. Microsoft Excel
b. STAAD PRO
γsteel
20 MPa
= 78.5 kN/m3
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1.6.
TYPICAL FACILITY LAYOUT
Figure 1-2 General Layout
Figure 1-3 General Layout
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2.
LOAD DATA AND LOAD COMBINATION
2.1.
DEAD LOAD [D]
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Dead loads are actual weight of materials forming the buildings
Dead loads are designated by the following nomenclature:
Ds and D1 , where
Ds
:
Structural dead load
D1
:
Floor dead load and components dead load.
2.1.1. STRUCTURAL DEAD LOAD (SELF WEIGHT)
Structural dead loads are automatically generated by the "STAAD PRO" computer program. Considering the weight of the gusset plate,
connection bolts and nuts, etc., 10% coningencies are applied. Other material loads are listed in the following table.
2.1.2. ROOF LIVE LOAD
ROOF LIVE LOAD 1.25 kPa
2.2.
LIVE LOAD [L]
Minimum live loads shall be as specified below:
Category
2.3.
Load
Live Load on Slab
2.5 kN/m
Live Load on Stair
1 kN/m2
EARTHQUAKE [E]
Earthquake parameter is listed in the following table.
Variable
Seismic Parameters
Site Class
SE
Important Factor I
1
PGA (g)
0.007
SS (g)
0.713
S1 (g)
0.31
FPGA
2.5
Fa
1.274
Fv
2.759
PGAM (g)
0.016
SMS (g)
0.041
SM1 (g)
0.074
SDS (g)
0.027
SD1 (g)
0.049
Long Period Transition Period
6 second
Superstructure response modification factors:
R
=
1
Cd =
1
Ω0 =
1
Remarks
2
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WIND LOAD [W]
2.4.1. DESIGN PARAMETER
Risk Category
=
III
Basic Wind Speed =
43.4 m/s (for 3 second gust,MRI = 1700 years)
Exposure Category=
C
Velocity Pressure:
qz =
0.613 x Kz x Kzt x Kd x Kex V2
Kz =
Velocity pressure exposure coefficient
See Figure 2-1
Kzt =
Topography factor
=
1.00
Kd =
Wind directionality factor
=
0.85
Ke =
Ground elevation factor
=
1.00
(N/m2)
Figure 1-2 General Layout
Figure 2-1 Velocity Pressure at Specified Height
2.4.2. WIND LOAD OF STRUCTURAL
The design wind force for buildings and other structures shall be determined by the following equations.
>For buildings
p =
qGCp – qi(GCpi)
G =
Gust effect factor
Cp =
External pressure coefficient
GCpi =
Internal pressure coefficient
= 0.85
>For other structures
F =
qz x G x Cf x A f
Cf =
Force coefficient
Af =
Projected area normal to the wind except where Cf is specified for actual surface area
=
1
Structural wind loads are automaticlly generated by the "STAAD PRO"
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LOAD COMBINATION
All load cases and combinations are determined as below:
Allowable Stress Design Load Combinations
Comb. No.
Load combination
Description
10010
1.4 D_X
Operating
10011
1.4 D_Z
Ditto
10020
1.2 D + 1.6 L + 0.5 LR + 1.6 H_X
Operating+Live+Roof live+Stacking
10021
1.2 D + 1.6 L + 0.5 LR + 1.6 H_Z
Ditto
10030
1.2 D + 1.6 L + 1.6 H_X
Operating+Live+Stacking
10031
1.2 D + 1.6 L + 1.6 H_Z
Ditto
10040
1.2 D + 1 L + 1.6 LR + 1.6 H_X
Operating+Live+Roof live+Stacking
10041
1.2 D + 1 L + 1.6 LR + 1.6 H_Z
Ditto
1005
1.2 D + 1.6 LR + 0.5 W1+XP + 1.6 H
Ditto
1006
1.2 D + 1.6 LR + 0.5 W1+XN + 1.6 H
Ditto
1007
1.2 D + 1.6 LR + 0.5 W1-XP + 1.6 H
Ditto
1008
1.2 D + 1.6 LR + 0.5 W1-XN + 1.6 H
Ditto
1009
1.2 D + 1.6 LR + 0.5 W1+ZP + 1.6 H
Ditto
1010
1.2 D + 1.6 LR + 0.5 W1+ZN + 1.6 H
Ditto
1011
1.2 D + 1.6 LR + 0.5 W1-ZP + 1.6 H
Ditto
1012
1.2 D + 1.6 LR + 0.5 W1-ZN + 1.6 H
Ditto
10130
1.2 D + 1 L + 1.6 H_X
Operating+Live+Stacking
10131
1.2 D + 1 L + 1.6 H_Z
Ditto
1014
1.2 D + 0.5 W1+XP + 1.6 H
Operating+Wind+Stacking
1015
1.2 D + 0.5 W1+XN + 1.6 H
Ditto
1016
1.2 D + 0.5 W1-XP + 1.6 H
Ditto
1017
1.2 D + 0.5 W1-XN + 1.6 H
Ditto
1018
1.2 D + 0.5 W1+ZP + 1.6 H
Ditto
1019
1.2 D + 0.5 W1+ZN + 1.6 H
Ditto
1020
1.2 D + 0.5 W1-ZP + 1.6 H
Ditto
1021
1.2 D + 0.5 W1-ZN + 1.6 H
Ditto
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Allowable Stress Design Load Combinations
Comb. No.
Load combination
Description
1022
1.2 D + 1 L + 0.5 LR + 1 W1+XP + 1.6 H
Operating+Live+Roof live+Wind+Stacking
1023
1.2 D + 1 L + 0.5 LR + 1 W1+XN + 1.6 H
Ditto
1024
1.2 D + 1 L + 0.5 LR + 1 W1-XP + 1.6 H
Ditto
1025
1.2 D + 1 L + 0.5 LR + 1 W1-XN + 1.6 H
Ditto
1026
1.2 D + 1 L + 0.5 LR + 1 W1+ZP + 1.6 H
Ditto
1027
1.2 D + 1 L + 0.5 LR + 1 W1+ZN + 1.6 H
Ditto
1028
1.2 D + 1 L + 0.5 LR + 1 W1-ZP + 1.6 H
Ditto
1029
1.2 D + 1 L + 0.5 LR + 1 W1-ZN + 1.6 H
Ditto
1030
1.2 D + 1 L + 1 W1+XP + 1.6 H
Operating+Live+Wind+Stacking
1031
1.2 D + 1 L + 1 W1+XN + 1.6 H
Ditto
1032
1.2 D + 1 L + 1 W1-XP + 1.6 H
Ditto
1033
1.2 D + 1 L + 1 W1-XN + 1.6 H
Ditto
1034
1.2 D + 1 L + 1 W1+ZP + 1.6 H
Ditto
1035
1.2 D + 1 L + 1 W1+ZN + 1.6 H
Ditto
1036
1.2 D + 1 L + 1 W1-ZP + 1.6 H
Ditto
1037
1.2 D + 1 L + 1 W1-ZN + 1.6 H
Ditto
1038
1.2 D + 1 L + 1 EX + 1.6 H
Operating+Live+Earthquake+Stacking
1039
1.2 D + 1 L + 1 EZ + 1.6 H
Ditto
1040
1.2 D + 1 L + -1 EX + 1.6 H
Ditto
1041
1.2 D + 1 L + -1 EZ + 1.6 H
Ditto
1042
0.9 D + 1 W1+XP + 1.6 H
Operating+Wind+Stacking
1043
0.9 D + 1 W1+XN + 1.6 H
Ditto
1044
0.9 D + 1 W1-XP + 1.6 H
Ditto
1045
0.9 D + 1 W1-XN + 1.6 H
Ditto
1046
0.9 D + 1 W1+ZP + 1.6 H
Ditto
1047
0.9 D + 1 W1+ZN + 1.6 H
Ditto
1048
0.9 D + 1 W1-ZP + 1.6 H
Ditto
1049
0.9 D + 1 W1-ZN + 1.6 H
Ditto
1050
0.9 D + 1 EX + 1.6 H
Operating+Earthquake+Stacking
1051
0.9 D + 1 EZ + 1.6 H
Ditto
1052
0.9 D + -1 EX + 1.6 H
Ditto
1053
0.9 D + -1 EZ + 1.6 H
Ditto
10540
1.2 D + 1.6 L + 1 T1_X
Operating+Live+Temperature
10541
1.2 D + 1.6 L + 1 T1_Z
Ditto
10550
1.2 D + 1.6 L + 1 T2_X
Ditto
10551
1.2 D + 1.6 L + 1 T2_Z
Ditto
Where,
D
Dead load, self weight
L
Live load
LR
Roof live load
H_Z
Z-direction stacking load
H_X
X-direction stacking load
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W1+XP
Wind load in positive direction of X-axis ， with positive Internal pressure
W1-XP
Wind load in negtive direction of X-axis ， with positive Internal pressure
W1+XN
Wind load in positive direction of X-axis ， with negtive Internal pressure
W1-XN
Wind load in negtive direction of X-axis ， with negtive Internal pressure
W1+ZP
Wind load in positive direction of Z-axis ， with positive Internal pressure
W1-ZP
Wind load in negtive direction of Z-axis ， with positive Internal pressure
W1+ZN
Wind load in positive direction of Z-axis ， with negtive Internal pressure
W1-ZN
Wind load in negtive direction of Z-axis ， with negtive Internal pressure
EX
Seismic load in direction of X-axis
EZ
Seismic load in direction of Z-axis
T1_X
Thermal/Self-Straining load (Positive) in direction of X-axis
T1_Z
Thermal/Self-Straining load (Positive) in direction of Z-axis
T2_X
Thermal/Self-Straining load (Negtive) in direction of X-axis
T2_Z
Thermal/Self-Straining load (Negtive) in direction of Z-axis
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STRUCTURAL CALCULATION
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3.
EXECUTIVE SUMMARY
3.1.
STRUCTURAL FRAME ARRANGEMENT
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Overall frame 3D view
3.2.
STRUCTURAL FRAME DIMENSION
Overall frame dimension
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3.3.
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STABILITY & DEFLECTION CHECK
Analysis output showed that the structure are all stable and maximum deflections are within the allowable deflection value.
Component
Slab
Beam 0.60X0.30
Beam 0.50X0.25
Beam 0.40X0.20
Beam 0.60X0.12
Beam 0.50X0.12
3.4.
Maximum deflection (mm)
10.3
4.9
6.0
10.3
10.3
1.6
Allowable deflection (mm)
43.3
14.5
11.1
43.3
43.3
24.7
REBAR DESIGN
1.
Column C1 (0.40x0.40)
MEMBER
LOCATION
COLUMN
END
DIMENSION
MIDDLE
400 x 400
MAIN REBAR
SHEAR REBAR
12 D 16
D13-150
2 Legs
CONC. COVER
2.
MEMBER
COLUMN
END
DIMENSION
MIDDLE
200 x 200
MAIN REBAR
SHEAR REBAR
4 D 16
D10-70
2 Legs
CONC. COVER
D10-70
2 Legs
40
Slab S1 (thk 0.15)
MEMBER
LOCATION
Slab S1 (thk 0.15)
END
MIDDLE
THICKNESS
150
TOP REBAR
1D13-150
BOTT. REBAR
SHEAR REBAR
1D13-150
D0-55
D0-55
CONC. COVER
4.
2 Legs
Column C2 (0.20x0.20)
LOCATION
3.
D13-150
40
25
Beam B1 (0.30x0.60)
MEMBER
LOCATION
BEAM
END
MIDDLE
DIMENSION
300 x 600
TOP REBAR
5D16
BOTT. REBAR
5D16
SKIN BAR
SHEAR REBAR
CONC. COVER
1D13
D10-150
2 Legs
D10-150
40
2 Legs
Status
Pass
Pass
Pass
Pass
Pass
Pass
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
5.
Beam B2 (0.25x0.50)
MEMBER
LOCATION
BEAM
END
MIDDLE
DIMENSION
250 x 500
TOP REBAR
5D16
BOTT. REBAR
5D16
SKIN BAR
SHEAR REBAR
1D13
D10-150
2 Legs
CONC. COVER
6.
MEMBER
BEAM
END
MIDDLE
DIMENSION
200 x 400
TOP REBAR
3D16
BOTT. REBAR
SHEAR REBAR
3D16
D10-150
2 Legs
CONC. COVER
D10-150
2 Legs
40
Beam B4 (0.60X0.12)
MEMBER
LOCATION
BEAM
END
MIDDLE
DIMENSION
120 x 600
TOP REBAR
4D13
BOTT. REBAR
SHEAR REBAR
4D13
D10-150
2 Legs
CONC. COVER
8.
2 Legs
Beam B3 (0.20x0.40)
LOCATION
7.
D10-150
40
D10-150
2 Legs
25
Beam B5 (0.50X0.12)
MEMBER
LOCATION
BEAM
END
MIDDLE
DIMENSION
120 x 500
TOP REBAR
3D13
BOTT. REBAR
SHEAR REBAR
CONC. COVER
3D13
D10-150
2 Legs
D10-150
25
2 Legs
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STRUCTURAL CALCULATION
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4.
MODELING AND ANALYSIS
4.1.
GENERAL
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STAAD.Pro is utilized to carry out structural analysis of the building. In this software, Structural frames are represented
as line elements. Dead load, live load and wind load is represented by point loads and line loads. Static equivalent analysis is applied to
simulate the seismic load. Eventually, after all model and loads were inserted, then STAAD.Pro calculates the internal forces which will
be used to calculate rebar based on the specified design code (ACI 318). STAAD.Pro also analyze the stability and
deflection of each member. Deflection will then be evaluated based on allowable deflection governed by project specs.
4.2.
FEA MODEL (MEMBER SIZE AND DIMENSION)
Line Model
3D rendering Model
Overall frame dimension
STRUCTURAL CALCULATION
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AL-MARWAH
4.3.
4.3.1
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APPLIED LOAD
Dead Load
a) Selfweight ( modelled structure ).
b) Dead load of unmodelled stucture (bricks) = 2.5 - 9.5 kN/m applied on platform
Figure
Dead
1-2 Load
General
of unmodelled
Layout
components on strukture
4.3.2
Live Load
Live load = 2.5 kN/m applied on bot slab & 1 kN/m applied on stairs
Live Load on bot slab (2.5 kN/m2)
Live Load on stairs (1 kN/m2)
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4.3.3
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Roof Live Load
Roof Live Load on slab (1.25 kN/m2)
4.3.4
Wind Load
Wind in +X direction
Wind in -X direction
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STRUCTURAL CALCULATION
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Wind in +Z direction
Wind in -Z direction
4.3.6
Seismic Load
Seismic load input in STAAD based on SNI 1726-2012
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4.4.
1.
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MEMBER UTILIZATION RATIO CHECK
COLUMN
1.1 Column C1 (0.40x0.40)
Main rebar
12
D
16
Shear rebar
D
13
150
Rebar percent. (ρ)=
1.5%
400
400
D
s
1.507%
21
171.7
171.7
400
1.5072%
D
s
54 64.792
64.792
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Load
Ultimate Shear,
Fy or Fz
Vu =
56
kN
Nu or Pu =
572
kN
Column width,
b=
400
mm
Column depth,
h=
400
mm
cov =
40
mm
d=
339
mm
12
D
16
Ultimate Axial
Fx
Member Details
Concrete cover,
effective depth,d = hF-cov
Main Bar
Material Properties
Concrete grade,
fc' =
20.0
MPa
Rebar yield strength,
fy =
420.0
MPa
Confinement Reinforcement Design
Check if Pu > 0.1 * Ag * fc'
320.0
kN
0.1 * Ag * fc' =
Fx > 0.1 Ag fc' proceed with special moment column
Shear Rebar
Rebar diameter
Rebar space
D13-150
2 Legs
ds =
13
mm
s=
150
mm
Leg n =
2.0
(Av/s)design=
1.77
Legs
mm2/mm
Check
Nominal shearVn=Vu / Φ = Vc + Vs
Vn =
74.7
kN
If Av>=Av,min then:
Nominal shear of concrete is the lesser of
Vc=((0.17*λ*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
Vc =
Vc=((0.66*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
206
kN
ACI318-19, 22.5.5.1
Vc =
202
kN
If Av<Av,min then
Vc=((0.66*λs*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
Vc =
194
λs=
0.921
kN
Where
Size effect modification factor, λs=min(sqrt(2/(1+0.004*d)),1)
Reduction factor for lightweight concrete
Ratio of As to b*d
Minimum shear
(Av/s)min
rebar = max(0.35*b/fy, 0.062*sqrt(fc’)*b/fy)
λ=
1.00
rw =
0.015
ACI318-19, 9.6.3.4
mm2/mm
(Av/s)min =
0.33
Nominal shear of concrete
Vc =
201.7
- Vc
Nominal shearVof
rebar
s=Vn
Vs = -127.1 kN
Since
Av>=Av,min
Hence,
Av/s (required) =Vs / (fy*d)
Check (Av/s) design ≥ (Av/s) required
Seismic hook requirement s_max = min( d/2, 300)
Check s_max ≥ s
kN
Av/s (required)=
0.00
mm2/mm
OK
≥
0.00
s_max =
170
≥
150
1.77
170
OK
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Check Vu/φ ≤ (Vc+0.66*sqrt(fc')*b*d)
ACI318-19, 22.5.1.2
75
MEMBER
≤
602
OK
COLUMN
LOCATION
END
DIMENSION
MIDDLE
400 x 400
MAIN REBAR
SHEAR REBAR
20 of 87
12 D 16
D13-150
2 Legs
CONC. COVER
D13-150
2 Legs
40
1.2 Column C2 (0.20x0.20)
Main rebar
4
D
16
Shear rebar
D
10
70
Rebar percent. (ρ)=
2.0%
200
200
D
s
2.010%
21
171.7
171.7
200
2.0096%
D
s
54 64.792
64.792
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21 of 87
Load
Ultimate Shear,
Fy or Fz
Vu =
9
kN
Nu or Pu =
87
kN
Column width,
b=
200
mm
Column depth,
h=
200
mm
cov =
40
mm
d=
142
mm
D
16
Ultimate Axial
Fx
Member Details
Concrete cover,
effective depth,d = hF-cov
Main Bar
4
Material Properties
Concrete grade,
fc' =
20.0
MPa
Rebar yield strength,
fy =
420.0
MPa
Confinement Reinforcement Design
Check if Pu > 0.1 * Ag * fc'
80.0
kN
0.1 * Ag * fc' =
Fx > 0.1 Ag fc' proceed with special moment column
Shear Rebar
Rebar diameter
Rebar space
D10-70
2 Legs
ds =
10
mm
s=
70
mm
Leg n =
2.0
(Av/s)design=
2.24
Legs
mm2/mm
Check
Nominal shearVn=Vu / Φ = Vc + Vs
Vn =
11.5
kN
If Av>=Av,min then:
Nominal shear of concrete is the lesser of
Vc=((0.17*λ*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
Vc =
Vc=((0.66*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
35
kN
ACI318-19, 22.5.5.1
Vc =
36
kN
If Av<Av,min then
Vc=((0.66*λs*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
Vc =
36
λs=
1.000
λ=
1.00
Where
Size effect modification factor, λs=min(sqrt(2/(1+0.004*d)),1)
Reduction factor for lightweight concrete
kN
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rw =
Ratio of As to b*d
Minimum shear
(Av/s)min
rebar = max(0.35*b/fy, 0.062*sqrt(fc’)*b/fy)
0.020
ACI318-19, 9.6.3.4
(Av/s)min =
Since
22 of 87
0.17
mm2/mm
kN
Av>=Av,min
Hence,
Nominal shear of concrete
Vc =
34.7
- Vc
Nominal shearVof
rebar
s=Vn
Vs =
-23.3
kN
Av/s (required)=
0.00
mm2/mm
≥
0.00
OK
Av/s (required) =Vs / (fy*d)
Check (Av/s) design ≥ (Av/s) required
2.24
Seismic hook requirement s_max = min( d/2, 300)
Check s_max ≥ s
s_max =
70
≥
70
70
Check Vu/φ ≤ (Vc+0.66*sqrt(fc')*b*d)
ACI318-19, 22.5.1.2
11
MEMBER
LOCATION
COLUMN
END
DIMENSION
SHEAR REBAR
CONC. COVER
2.
Slab S1 (thk 0.15)
MIDDLE
200 x 200
MAIN REBAR
4 D 16
D10-70
2 Legs
D10-70
40
OK
2 Legs
≤
119
OK
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Top Rebar
Ultimate load,
Mult =
bending moment,
15
kNm
Beam width,
b=
1000
mm
Beam depth,
h=
150
mm
cov =
25
mm
d=
112
mm
d' =
32
mm
Concrete cover,
effective depth,
d = hF-cov
Concrete grade,
fc' =
20.0
MPa
Rebar yield strength,
fy =
420.0
MPa
Try
1D13-150
Rebar layer
1
Number of rebar
db =
13
n=
6.67
As =
885
mm
mm2
Calculate Design Moment of Beam:
εcu=
0.003
β1 =
Try c
0.85
c = 29
εs' = (c-d')/c*εcu
εs' = -0.00021498
εs = (d-c)/c*εcu
εs = 0.00843102
Checkεs' >= εy and εs >= εy then
Only tension steel yields
εy = fy/Es
εy =
fs' = Es * εs'
fs' = -42.995
Cs' = As' * (fs' - 0.85*fc')
Cs' =
Cc' = 0.85*fc'*b*β1*c
-53.09 kN
Cc' = 424.74 kN
Cc + Cs' =
371.7
kN
T=
371.7
kN
a=
24.98
mm
38
kNm
T = As * fy
Check
0.0021
T = Cc + Cs'
OK
a = β1 * c
Mn = Cc' (d-a/2)+Cs'(d-d')
Mn =
0.9*M
Checkn
>
Mult
34.19
>
15.35
OK
s=
135
OK
Check bar space, s >= 25 mm
Layer-1
6.67
Bars
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Bottom Rebar
Ultimate load,
Mult =
bending moment,
6.3
kNm
Beam width,
b=
1000
mm
Beam depth,
h=
150
mm
cov =
25
mm
d=
112
mm
Concrete cover,
effective depth,
d = hF-cov
Concrete grade,
Rebar yield strength,
1D13-150
Try
Rebar diameter
1
Number of rebar
d' =
32
mm
fc' =
20.0
MPa
fy =
420.0
MPa
db =
13
n=
6.67
As =
885
mm
mm2
Calculate Design Moment of Beam:
εcu=
0.003
β1 =
0.85
Try c
c = 29
εs' = (c-d')/c*εcu
εs' = -0.00021498
εs = (d-c)/c*εcu
εs = 0.00843102
Checkεs' >= εy and εs >= εy then
Only tension steel yields
εy = fy/Es
εy =
fs' = Es * εs'
fs' = -42.995
Cs' = As' * (fs' - 0.85*fc')
Cs' =
Cc' = 0.85*fc'*b*β1*c
Cc' = 424.74 kN
-53.09 kN
Cc + Cs' =
371.7
kN
T=
371.7
kN
T = As * fy
Check
0.0021
T = Cc + Cs'
OK
a = β1 * c
a=
Mn = Cc' (d-a/2)+Cs'(d-d')
0.9*Mn
Check
>
Mult
Mn =
34.192
24.98
mm
38
kNm
>
6.30
OK
s=
135
OK
Check bar space, s >= 25 mm
Layer-1
6.67
Bars
Shear Rebar
Rebar diameter
Rebar space
D0-55
18.2 Legs
ds =
0
mm
s=
55
mm
Leg n =
18.2
(Av/s)design=
0.00
Legs
mm2/mm
Vn =
59.0
kN
Check
Nominal shearVn=Vu / Φ = Vc + Vs
If Av>=Av,min then:
Nominal shear of concrete is the lesser of
Vc=((0.17*λ*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
Vc =
85.1
kN
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Vc=((0.66*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
A
page
25 of 87
ACI318-19, 22.5.5.1
Vc =
75.3
kN
If Av<Av,min then
Vc=((0.66*λs*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
Vc =
75.3
λs=
1.000
kN
Where
Size effect modification factor, λs=min(sqrt(2/(1+0.004*d)),1)
Reduction factor for lightweight concrete
Ratio of As to b*d
Minimum shear
(Av/s)min
rebar = max(0.35*b/fy, 0.062*sqrt(fc’)*b/fy)
Since
λ=
1.00
rw =
0.012
ACI318-19, 9.6.3.4
(Av/s)min =
0.83
mm2/mm
Vc =
75.3
kN
Vs =
-16.3
kN
Av/s (required)=
0.00
mm2/mm
≥
0.00
OK
Av<Av,min
Hence,
Nominal shear of concrete
Vs=Vn - Vc
Nominal shear of rebar
Av/s (required) =Vs / (fy*d)
Check (Av/s) design ≥ (Av/s) required
0.00
Seismic hook requirement s_max = min( d/2, 300)
Check s_max ≥ s
s_max =
55
≥
55
55
Check Vu/φ ≤ (Vc+0.66*sqrt(fc')*b*d)
59
≤
Deflection Check
max displacement occurs
Clear span in the long dir.
Slab S1 (thk 0.15)
END
MIDDLE
THICKNESS
150
TOP REBAR
1D13-150
BOTT. REBAR
SHEAR REBAR
CONC. COVER
10.30
mm
H=
7796
mm
δ < δall
Deflection check:
LOCATION
δ=
δall = 0.0056 H
The deflection limit
MEMBER
1D13-150
D0-55
D0-55
25
OK
ACI318-19, 22.5.1.2
mm =
( 10.3 < 43.32 )
43.32
mm
OK
405.8
OK
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BEAM
3.1. Beam B1 (0.30x0.60)
Long/ Main Rebar - Top
Ultimate load,
Axial
Nu =
30
kN
Bending moment
Mu =
160
kNm
Shear,
Vu =
112
kN
b=
300
mm
Beam width,
Beam depth,
Concrete cover,
h=
600
mm
cov =
40
mm
d=
539
mm
effective depth,
d = hF-cov
d' =
58
mm
Concrete grade,
fc' =
20.0
MPa
Rebar yield strength,
fy =
420.0
MPa
Rho maximum,
rmax = 0.75*0.85*(fc'/fy)*(εcu/(εcu+0.004))
rmin = 0.33%
Rho minimum,
Minimum Main Rebar at Top,
Try
5D16
rmax = 1.30%
Rebar diameter
As_min =
539
mm2
As_max =
2104
mm2
db =
16
mm
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Number of rebar
A
page
27 of 87
n=
5
As =
1005
mm2
dh =
16
mm
Main Rebar required at Bottom,
5D16
Try
Rebar diameter
Number of rebar
n=
5
A's =
1005
mm2
Rebar diameter
db =
13
mm
Number of rebar
n=
150
Hoop Rebar ,
Try
D13-150
Calculate Design Moment of Beam:
εcu=
β1 =
0.003
Try c
0.85
c = 158
εs' = (c-d')/c*εcu
εs' = -0.00123108
εs = (d-c)/c*εcu
εs = 0.00720567
Checkεs' >= εy and εs >= εy then
Only tension steel yields
εy = fy/Es
εy =
fs' = Es * εs'
fs' = -246.22
Cs' = As' * (fs' - 0.85*fc')
Cs' =
-264.6 kN
Cc' = 0.85*fc'*b*β1*c
Cc' =
686.8
kN
Cc + Cs =
422.2
kN
T=
422.2
kN
T = As * fy
Check
0.0021
T = Cc + Cs'
OK
a = β1 * c
a = 134.68 mm
Mn = Cc' (d-a/2)+Cs'(d-d')
Mn = 196.68 kNm
Mnp = 1.3*Mn
0.9*M
Checkn >
Mult
Mnp = 255.68 kNm
177
Layer-
1 5.0 Bars
Layer-
2 0.0 Bars
Layer-
3 0.0 Bars
space =
>
46.0
160
OK
OK
Long/Main Rebar - Bottom
Ultimate load,
Ultimate Bending moment
Mu =
113
kNm
Shear,
Vu =
112
kN
Beam width,
b=
300
mm
Beam depth,
h=
600
mm
cov =
40
mm
Considering n layer reinf. , d =
539
mm
Concrete cover,
effective depth,
d = hF-cov
d' =
122
mm
Concrete grade,
fc' =
20.0
MPa
Rebar yield strength,
fy =
420.0
MPa
Rho maximum,
rmax = 0.75*0.85*(fc'/fy)*(εcu/(εcu+0.004))
rmax = 1.30%
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rmin = 0.33%
Rho minimum,
Minimum Main Rebar at Top,
5D16
Try
As_min =
539
mm2
As_max =
2104
mm2
Rebar diameter db =
16
Number of rebar n =
mm
5
As =
1005
mm2
16
mm
Main Rebar required at Top,
5D16
Try
Rebar diameter dh =
Number of rebar n =
5
1005
mm2
Rebar diameter db =
13
mm
Spacing n =
150
A's =
Hoop Rebar ,
D13-150
Try
Calculate Design Moment of Beam:
εcu=
β1 =
0.003
Try c
0.85
c = 183
εs' = (c-d')/c*εcu
εs' = -0.00176825
εs = (d-c)/c*εcu
εs = 0.00581891
Checkεs' >= εy and εs >= εy then
Only tension steel yields
εy = fy/Es
εy =
fs' = Es * εs'
fs' = -353.65
Cs' = As' * (fs' - 0.85*fc')
Cs' =
-372.6 kN
Cc' = 0.85*fc'*b*β1*c
Cc' =
794.8
kN
Cc + Cs =
422.2
kN
T=
422.2
kN
T = As * fy
Check
T = Cc + Cs'
OK
a = β1 * c
a = 155.85 mm
Mn = Cc' (d-a/2)+Cs'(d-d')
Mn =
Mnp = 1.3*Mn
0.9*M
Checkn >
0.0021
211.1
kNm
Mnp = 274.43 kNm
Mult
190
>
113
OK
Shear Rebar
Rebar diameter
Rebar space
D10-150
2 Legs
ds =
10
mm
s=
150
mm
Leg n =
2.0
(Av/s)design=
1.05
Legs
mm2/mm
Vn =
148.7
kN
Check
Nominal shearVn=Vu / Φ = Vc + Vs
If Av>=Av,min then:
Nominal shear of concrete is the lesser of
Vc=((0.17*λ*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
Vc =
Vc=((0.66*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
127.4
kN
ACI318-19, 22.5.5.1
Vc =
111.1
kN
If Av<Av,min then
Vc=((0.66*λs*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
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Vc =
29 of 87
88.4
kN
Where
Size effect modification factor, λs=min(sqrt(2/(1+0.004*d)),1)
λs=
Reduction factor for lightweight concrete
Ratio of As to b*d
Minimum shear
(Av/s)min
rebar = max(0.35*b/fy, 0.062*sqrt(fc’)*b/fy)
Since
0.796
λ=
1.00
rw =
0.011
ACI318-19, 9.6.3.4
mm2/mm
(Av/s)min =
0.25
Vc =
111.1
Vs =
37.6
kN
Av/s (required)=
0.20
mm2/mm
OK
Av>=Av,min
Hence,
Nominal shear of concrete
Vs=Vn - Vc
Nominal shear of rebar
Av/s (required) =Vs / (fy*d)
Check (Av/s) design ≥ (Av/s) required
≥
0.20
s_max =
270
≥
150
1.05
Seismic hook requirement s_max = min( d/2, 300)
Check s_max ≥ s
270
Check Vu/φ ≤ (Vc+0.66*sqrt(fc')*b*d)
Deflection Check
max displacement occurs
Clear span in the long dir.
mm
H=
5203
mm
BEAM
END
MIDDLE
DIMENSION
300 x 600
TOP REBAR
5D16
BOTT. REBAR
CONC. COVER
4.920
δ < δall
Deflection check:
SHEAR REBAR
δ=
δall = 0.0028 H
The deflection limit
MEMBER
5D16
D10-150
2 Legs
OK
ACI318-19, 22.5.1.2
149
LOCATION
kN
D10-150
40
2 Legs
mm =
( 4.92 < 14.46 )
14.46
OK
mm
≤
588.4
OK
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page
30 of 87
3.2. Beam B2 (0.25x0.50)
Long/ Main Rebar - Top
Ultimate load,
Axial
Nu =
48
kN
Bending moment
Mu =
128
kNm
Shear,
Vu =
78
kN
b=
250
mm
Beam width,
Beam depth,
Concrete cover,
h=
500
mm
cov =
40
mm
d=
439
mm
effective depth,
d = hF-cov
d' =
58
mm
Concrete grade,
fc' =
20.0
MPa
Rebar yield strength,
fy =
420.0
MPa
Rho maximum,
rmax = 0.75*0.85*(fc'/fy)*(εcu/(εcu+0.004))
rmin = 0.33%
Rho minimum,
Minimum Main Rebar at Top,
Try
5D16
rmax = 1.30%
Rebar diameter
As_min =
366
mm2
As_max =
1428
mm2
db =
16
mm
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Number of rebar
A
page
31 of 87
n=
5
As =
1005
mm2
dh =
16
mm
Main Rebar required at Bottom,
5D16
Try
Rebar diameter
Number of rebar
n=
5
A's =
1005
mm2
Rebar diameter
db =
13
mm
Number of rebar
n=
150
Hoop Rebar ,
Try
D13-150
Calculate Design Moment of Beam:
εcu=
β1 =
0.003
Try c
0.85
c = 190
εs' = (c-d')/c*εcu
εs' = -0.00123108
εs = (d-c)/c*εcu
εs = 0.00392685
Checkεs' >= εy and εs >= εy then
Only tension steel yields
εy = fy/Es
εy =
fs' = Es * εs'
fs' = -246.22
Cs' = As' * (fs' - 0.85*fc')
Cs' =
-264.6 kN
Cc' = 0.85*fc'*b*β1*c
Cc' =
686.8
kN
Cc + Cs =
422.2
kN
T=
422.2
kN
T = As * fy
Check
0.0021
T = Cc + Cs'
OK
a = β1 * c
a = 161.61 mm
Mn = Cc' (d-a/2)+Cs'(d-d')
Mn = 145.21 kNm
Mnp = 1.3*Mn
0.9*M
Checkn >
Mult
Mnp = 188.77 kNm
131
Layer-
1 5.0 Bars
Layer-
2 0.0 Bars
Layer-
3 0.0 Bars
space =
>
33.5
128
OK
OK
Long/Main Rebar - Bottom
Ultimate load,
Ultimate Bending moment
Mu =
Shear,
53
kNm
Vu =
78
kN
Beam width,
b=
250
mm
Beam depth,
h=
500
mm
cov =
40
mm
Considering n layer reinf. , d =
439
mm
Concrete cover,
effective depth,
d = hF-cov
d' =
122
mm
Concrete grade,
fc' =
20.0
MPa
Rebar yield strength,
fy =
420.0
MPa
Rho maximum,
rmax = 0.75*0.85*(fc'/fy)*(εcu/(εcu+0.004))
rmax = 1.30%
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rmin = 0.33%
Rho minimum,
Minimum Main Rebar at Top,
5D16
Try
As_min =
366
mm2
As_max =
1428
mm2
Rebar diameter db =
16
Number of rebar n =
mm
5
As =
1005
mm2
16
mm
Main Rebar required at Top,
5D16
Try
Rebar diameter dh =
Number of rebar n =
5
1005
mm2
Rebar diameter db =
13
mm
Spacing n =
150
A's =
Hoop Rebar ,
D13-150
Try
Calculate Design Moment of Beam:
εcu=
β1 =
0.003
Try c
0.85
c = 220
εs' = (c-d')/c*εcu
εs' = -0.00176825
εs = (d-c)/c*εcu
εs = 0.00298562
Checkεs' >= εy and εs >= εy then
Only tension steel yields
εy = fy/Es
εy =
fs' = Es * εs'
fs' = -353.65
Cs' = As' * (fs' - 0.85*fc')
Cs' =
-372.6 kN
Cc' = 0.85*fc'*b*β1*c
Cc' =
794.8
kN
Cc + Cs =
422.2
kN
T=
422.2
kN
T = As * fy
Check
T = Cc + Cs'
OK
a = β1 * c
a = 187.02 mm
Mn = Cc' (d-a/2)+Cs'(d-d')
Mn = 156.49 kNm
Mnp = 1.3*Mn
0.9*M
Checkn >
0.0021
Mnp = 203.44 kNm
Mult
141
>
53
OK
Shear Rebar
Rebar diameter
Rebar space
D10-150
2 Legs
ds =
10
mm
s=
150
mm
Leg n =
2.0
(Av/s)design=
1.05
Legs
mm2/mm
Vn =
104.0
kN
Check
Nominal shearVn=Vu / Φ = Vc + Vs
If Av>=Av,min then:
Nominal shear of concrete is the lesser of
Vc=((0.17*λ*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
Vc =
Vc=((0.66*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
90.4
kN
ACI318-19, 22.5.5.1
Vc =
88.7
kN
If Av<Av,min then
Vc=((0.66*λs*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
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Vc =
33 of 87
75.6
kN
Where
Size effect modification factor, λs=min(sqrt(2/(1+0.004*d)),1)
λs=
Reduction factor for lightweight concrete
Ratio of As to b*d
Minimum shear
(Av/s)min
rebar = max(0.35*b/fy, 0.062*sqrt(fc’)*b/fy)
Since
0.852
λ=
1.00
rw =
0.016
ACI318-19, 9.6.3.4
(Av/s)min =
0.21
mm2/mm
Vc =
88.7
kN
Vs =
15.3
kN
Av/s (required)=
0.10
mm2/mm
OK
Av>=Av,min
Hence,
Nominal shear of concrete
Vs=Vn - Vc
Nominal shear of rebar
Av/s (required) =Vs / (fy*d)
Check (Av/s) design ≥ (Av/s) required
≥
0.10
s_max =
220
≥
150
1.05
Seismic hook requirement s_max = min( d/2, 300)
Check s_max ≥ s
220
Check Vu/φ ≤ (Vc+0.66*sqrt(fc')*b*d)
ACI318-19, 22.5.1.2
104
Deflection Check
max displacement occurs
Clear span in the long dir.
MEMBER
mm
H=
2000
mm
Beam B2 (0.25x0.50)
END
MIDDLE
DIMENSION
250 x 500
TOP REBAR
5D16
BOTT. REBAR
CONC. COVER
6.000
δ < δall
Deflection check:
SHEAR REBAR
δ=
δall = 0.0056 H
The deflection limit
LOCATION
5D16
D10-150
2 Legs
OK
D10-150
40
2 Legs
mm =
( 6 < 11.12 )
11.12
OK
mm
≤
412.7
OK
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3.3. Beam B3 (0.20x0.40)
Long/ Main Rebar - Top
Ultimate load,
Axial
Nu =
36
kN
Bending moment
Mu =
50
kNm
Shear,
Vu =
43
kN
b=
200
mm
Beam width,
Beam depth,
Concrete cover,
h=
400
mm
cov =
40
mm
d=
339
mm
effective depth,
d = hF-cov
d' =
58
mm
Concrete grade,
fc' =
20.0
MPa
Rebar yield strength,
fy =
420.0
MPa
Rho maximum,
rmax = 0.75*0.85*(fc'/fy)*(εcu/(εcu+0.004))
rmin = 0.33%
Rho minimum,
Minimum Main Rebar at Top,
Try
3D16
rmax = 1.30%
Rebar diameter
As_min =
226
mm2
As_max =
882
mm2
db =
16
mm
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Number of rebar
A
page
35 of 87
n=
3
As =
603
mm2
dh =
16
mm
Main Rebar required at Bottom,
3D16
Try
Rebar diameter
Number of rebar
n=
3
A's =
603
mm2
Rebar diameter
db =
13
mm
Number of rebar
n=
150
Hoop Rebar ,
Try
D13-150
Calculate Design Moment of Beam:
εcu=
β1 =
0.003
Try c
0.85
c = 143
εs' = (c-d')/c*εcu
εs' = -0.00123108
εs = (d-c)/c*εcu
εs = 0.00413197
Checkεs' >= εy and εs >= εy then
Only tension steel yields
εy = fy/Es
εy =
fs' = Es * εs'
fs' = -246.22
Cs' = As' * (fs' - 0.85*fc')
Cs' =
-158.8 kN
Cc' = 0.85*fc'*b*β1*c
Cc' =
412.1
kN
Cc + Cs =
253.3
kN
T=
253.3
kN
T = As * fy
Check
0.0021
T = Cc + Cs'
OK
a = β1 * c
a = 121.21 mm
Mn = Cc' (d-a/2)+Cs'(d-d')
Mn = 70.115 kNm
Mnp = 1.3*Mn
0.9*M
Checkn >
Mult
Mnp = 91.149 kNm
63
Layer-
1 3.0 Bars
Layer-
2 0.0 Bars
Layer-
3 0.0 Bars
space =
>
42.0
50
OK
OK
Long/Main Rebar - Bottom
Ultimate load,
Ultimate Bending moment
Mu =
Shear,
23
kNm
Vu =
43
kN
Beam width,
b=
200
mm
Beam depth,
h=
400
mm
cov =
40
mm
Considering n layer reinf. , d =
339
mm
Concrete cover,
effective depth,
d = hF-cov
d' =
90
mm
Concrete grade,
fc' =
20.0
MPa
Rebar yield strength,
fy =
420.0
MPa
Rho maximum,
rmax = 0.75*0.85*(fc'/fy)*(εcu/(εcu+0.004))
rmax = 1.30%
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36 of 87
rmin = 0.33%
Rho minimum,
Minimum Main Rebar at Top,
3D16
Try
As_min =
226
mm2
As_max =
882
mm2
Rebar diameter db =
16
Number of rebar n =
mm
3
As =
603
mm2
Rebar diameter dh =
16
mm
Main Rebar required at Top,
3D16
Try
Number of rebar n =
3
603
mm2
Rebar diameter db =
13
mm
Spacing n =
150
A's =
Hoop Rebar ,
D13-150
Try
Calculate Design Moment of Beam:
εcu=
β1 =
0.003
Try c
0.85
c = 165
εs' = (c-d')/c*εcu
εs' = -0.00176825
εs = (d-c)/c*εcu
εs = 0.00316287
Checkεs' >= εy and εs >= εy then
Only tension steel yields
εy = fy/Es
εy =
fs' = Es * εs'
fs' = -353.65
Cs' = As' * (fs' - 0.85*fc')
Cs' =
-223.6 kN
Cc' = 0.85*fc'*b*β1*c
Cc' =
476.9
kN
Cc + Cs =
253.3
kN
T=
253.3
kN
T = As * fy
Check
T = Cc + Cs'
OK
a = β1 * c
a = 140.27 mm
Mn = Cc' (d-a/2)+Cs'(d-d')
Mn = 72.556 kNm
Mnp = 1.3*Mn
0.9*M
Checkn >
0.0021
Mnp = 94.322 kNm
Mult
65
>
23
OK
Shear Rebar
Rebar diameter
Rebar space
D10-150
2 Legs
ds =
10
mm
s=
150
mm
Leg n =
2.0
(Av/s)design=
1.05
Legs
mm2/mm
Vn =
57.3
kN
Check
Nominal shearVn=Vu / Φ = Vc + Vs
If Av>=Av,min then:
Nominal shear of concrete is the lesser of
Vc=((0.17*λ*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
Vc =
Vc=((0.66*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
56.6
kN
ACI318-19, 22.5.5.1
Vc =
54.5
kN
If Av<Av,min then
Vc=((0.66*λs*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
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Vc =
37 of 87
50.2
kN
Where
Size effect modification factor, λs=min(sqrt(2/(1+0.004*d)),1)
λs=
Reduction factor for lightweight concrete
Ratio of As to b*d
Minimum shear
(Av/s)min
rebar = max(0.35*b/fy, 0.062*sqrt(fc’)*b/fy)
Since
0.921
λ=
1.00
rw =
0.015
ACI318-19, 9.6.3.4
(Av/s)min =
0.17
mm2/mm
Vc =
54.5
kN
Vs =
2.8
Av/s (required)=
0.10
mm2/mm
OK
Av>=Av,min
Hence,
Nominal shear of concrete
Vs=Vn - Vc
Nominal shear of rebar
Av/s (required) =Vs / (fy*d)
Check (Av/s) design ≥ (Av/s) required
≥
0.10
s_max =
170
≥
150
1.05
Seismic hook requirement s_max = min( d/2, 300)
Check s_max ≥ s
170
Check Vu/φ ≤ (Vc+0.66*sqrt(fc')*b*d)
Deflection Check
δ=
max displacement occurs
Clear span in the long dir.
H=
δ < δall
Deflection check:
Beam B3 (0.20x0.40)
END
MIDDLE
DIMENSION
200 x 400
TOP REBAR
3D16
BOTT. REBAR
SHEAR REBAR
CONC. COVER
10.258 mm
7796
δall = 0.0056 H
The deflection limit
MEMBER
3D16
D10-150
2 Legs
OK
ACI318-19, 22.5.1.2
57
LOCATION
kN
D10-150
40
2 Legs
mm
mm =
43.32
( 10.258 < 43.32 ) OK
mm
≤
254.6
OK
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38 of 87
3.4. Beam B4 (0.60X0.12)
Long/ Main Rebar - Top
Ultimate load,
Axial
Nu =
7
kN
Bending moment
Mu =
73
kNm
Shear,
Vu =
43
kN
b=
120
mm
Beam width,
Beam depth,
Concrete cover,
h=
600
mm
cov =
25
mm
d=
556
mm
effective depth,
d = hF-cov
d' =
42
mm
Concrete grade,
fc' =
20.0
MPa
Rebar yield strength,
fy =
420.0
MPa
Rho maximum,
rmax = 0.75*0.85*(fc'/fy)*(εcu/(εcu+0.004))
rmin = 0.33%
Rho minimum,
Minimum Main Rebar at Top,
Try
4D13
rmax = 1.30%
Rebar diameter
As_min =
222
mm2
As_max =
867
mm2
db =
13
mm
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page
39 of 87
n=
4
As =
531
mm2
dh =
13
mm
Main Rebar required at Bottom,
4D13
Try
Rebar diameter
Number of rebar
n=
4
A's =
531
mm2
Rebar diameter
db =
13
mm
Number of rebar
n=
150
Hoop Rebar ,
Try
D13-150
Calculate Design Moment of Beam:
εcu=
β1 =
0.003
Try c
0.85
c = 209
εs' = (c-d')/c*εcu
εs' = -0.00123108
εs = (d-c)/c*εcu
εs = 0.00496636
Checkεs' >= εy and εs >= εy then
Only tension steel yields
εy = fy/Es
εy =
fs' = Es * εs'
fs' = -246.22
Cs' = As' * (fs' - 0.85*fc')
Cs' =
-139.7 kN
Cc' = 0.85*fc'*b*β1*c
Cc' =
362.7
kN
Cc + Cs =
223.0
kN
T=
223.0
kN
T = As * fy
Check
0.0021
T = Cc + Cs'
OK
a = β1 * c
a = 177.81 mm
Mn = Cc' (d-a/2)+Cs'(d-d')
Mn = 97.421 kNm
Mnp = 1.3*Mn
0.9*M
Checkn >
Mult
Mnp = 126.65 kNm
88
Layer-
1 4.0 Bars
Layer-
2 0.0 Bars
Layer-
3 0.0 Bars
space =
>
37.0
73
OK
OK
Long/Main Rebar - Bottom
Ultimate load,
Ultimate Bending moment
Mu =
Shear,
40
kNm
Vu =
43
kN
Beam width,
b=
120
mm
Beam depth,
h=
600
mm
cov =
25
mm
Considering n layer reinf. , d =
556
mm
Concrete cover,
effective depth,
d = hF-cov
d' =
81
mm
Concrete grade,
fc' =
20.0
MPa
Rebar yield strength,
fy =
420.0
MPa
Rho maximum,
rmax = 0.75*0.85*(fc'/fy)*(εcu/(εcu+0.004))
rmax = 1.30%
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40 of 87
rmin = 0.33%
Rho minimum,
Minimum Main Rebar at Top,
4D13
Try
As_min =
222
mm2
As_max =
867
mm2
Rebar diameter db =
13
Number of rebar n =
mm
4
As =
531
mm2
Rebar diameter dh =
13
mm
Main Rebar required at Top,
4D13
Try
Number of rebar n =
4
531
mm2
Rebar diameter db =
13
mm
Spacing n =
150
A's =
Hoop Rebar ,
D13-150
Try
Calculate Design Moment of Beam:
εcu=
β1 =
0.003
Try c
0.85
c = 242
εs' = (c-d')/c*εcu
εs' = -0.00176825
εs = (d-c)/c*εcu
εs = 0.00388388
Checkεs' >= εy and εs >= εy then
Only tension steel yields
εy = fy/Es
εy =
fs' = Es * εs'
fs' = -353.65
Cs' = As' * (fs' - 0.85*fc')
Cs' =
-196.8 kN
Cc' = 0.85*fc'*b*β1*c
Cc' =
419.8
kN
Cc + Cs =
223.0
kN
T=
223.0
kN
T = As * fy
Check
T = Cc + Cs'
OK
a = β1 * c
a = 205.77 mm
Mn = Cc' (d-a/2)+Cs'(d-d')
Mn = 96.523 kNm
Mnp = 1.3*Mn
0.9*M
Checkn >
0.0021
Mnp = 125.48 kNm
Mult
87
>
40
OK
Shear Rebar
Rebar diameter
Rebar space
D10-150
2 Legs
ds =
10
mm
s=
150
mm
Leg n =
2.0
(Av/s)design=
1.05
Legs
mm2/mm
Vn =
57.6
kN
Check
Nominal shearVn=Vu / Φ = Vc + Vs
If Av>=Av,min then:
Nominal shear of concrete is the lesser of
Vc=((0.17*λ*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
Vc =
Vc=((0.66*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
51.8
kN
ACI318-19, 22.5.5.1
Vc =
49.3
kN
If Av<Av,min then
Vc=((0.66*λs*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
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Vc =
41 of 87
38.9
kN
Where
Size effect modification factor, λs=min(sqrt(2/(1+0.004*d)),1)
λs=
Reduction factor for lightweight concrete
Ratio of As to b*d
Minimum shear
(Av/s)min
rebar = max(0.35*b/fy, 0.062*sqrt(fc’)*b/fy)
Since
0.788
λ=
1.00
rw =
0.015
ACI318-19, 9.6.3.4
(Av/s)min =
0.10
mm2/mm
Vc =
49.3
kN
Vs =
8.3
Av/s (required)=
0.10
mm2/mm
OK
Av>=Av,min
Hence,
Nominal shear of concrete
Vs=Vn - Vc
Nominal shear of rebar
Av/s (required) =Vs / (fy*d)
Check (Av/s) design ≥ (Av/s) required
≥
0.10
s_max =
280
≥
150
1.05
Seismic hook requirement s_max = min( d/2, 300)
Check s_max ≥ s
280
Check Vu/φ ≤ (Vc+0.66*sqrt(fc')*b*d)
Deflection Check
δ=
max displacement occurs
Clear span in the long dir.
H=
δ < δall
Deflection check:
Beam B4 (0.60X0.12)
END
MIDDLE
DIMENSION
120 x 600
TOP REBAR
4D13
BOTT. REBAR
SHEAR REBAR
CONC. COVER
10.300 mm
7796
δall = 0.0056 H
The deflection limit
MEMBER
4D13
D10-150
2 Legs
OK
ACI318-19, 22.5.1.2
58
LOCATION
kN
D10-150
25
2 Legs
mm
mm =
( 10.3 < 43.32 )
43.32
OK
mm
≤
246.1
OK
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page
42 of 87
3.6. Beam B5 (0.50X0.12)
Long/ Main Rebar - Top
Ultimate load,
Axial
Nu =
4
kN
Bending moment
Mu =
52
kNm
Shear,
Vu =
32
kN
b=
120
mm
Beam width,
Beam depth,
Concrete cover,
h=
500
mm
cov =
25
mm
d=
456
mm
effective depth,
d = hF-cov
d' =
42
mm
Concrete grade,
fc' =
20.0
MPa
Rebar yield strength,
fy =
420.0
MPa
Rho maximum,
rmax = 0.75*0.85*(fc'/fy)*(εcu/(εcu+0.004))
rmin = 0.33%
Rho minimum,
Minimum Main Rebar at Top,
Try
3D13
rmax = 1.30%
Rebar diameter
As_min =
182
mm2
As_max =
711
mm2
db =
13
mm
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
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:
Number of rebar
A
page
43 of 87
n=
3
As =
398
mm2
dh =
13
mm
Main Rebar required at Bottom,
3D13
Try
Rebar diameter
Number of rebar
n=
3
A's =
398
mm2
Rebar diameter
db =
13
mm
Number of rebar
n=
150
Hoop Rebar ,
Try
D13-150
Calculate Design Moment of Beam:
εcu=
β1 =
0.003
Try c
0.85
c = 157
εs' = (c-d')/c*εcu
εs' = -0.00123108
εs = (d-c)/c*εcu
εs = 0.00570969
Checkεs' >= εy and εs >= εy then
Only tension steel yields
εy = fy/Es
εy =
fs' = Es * εs'
fs' = -246.22
Cs' = As' * (fs' - 0.85*fc')
Cs' =
-104.8 kN
Cc' = 0.85*fc'*b*β1*c
Cc' =
272.1
kN
Cc + Cs =
167.2
kN
T=
167.2
kN
T = As * fy
Check
0.0021
T = Cc + Cs'
OK
a = β1 * c
a = 133.36 mm
Mn = Cc' (d-a/2)+Cs'(d-d')
Mn = 62.388 kNm
Mnp = 1.3*Mn
0.9*M
Checkn >
Mult
Mnp = 81.105 kNm
56
Layer-
1 3.0 Bars
Layer-
2 0.0 Bars
Layer-
3 0.0 Bars
space =
>
37.0
52
OK
OK
Long/Main Rebar - Bottom
Ultimate load,
Ultimate Bending moment
Mu =
Shear,
10
kNm
Vu =
32
kN
Beam width,
b=
120
mm
Beam depth,
h=
500
mm
cov =
25
mm
Considering n layer reinf. , d =
456
mm
Concrete cover,
effective depth,
d = hF-cov
d' =
68
mm
Concrete grade,
fc' =
20.0
MPa
Rebar yield strength,
fy =
420.0
MPa
Rho maximum,
rmax = 0.75*0.85*(fc'/fy)*(εcu/(εcu+0.004))
rmax = 1.30%
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
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A
page
44 of 87
rmin = 0.33%
Rho minimum,
Minimum Main Rebar at Top,
3D13
Try
As_min =
182
mm2
As_max =
711
mm2
Rebar diameter db =
13
Number of rebar n =
mm
3
As =
398
mm2
Rebar diameter dh =
13
mm
Main Rebar required at Top,
3D13
Try
Number of rebar n =
3
398
mm2
Rebar diameter db =
13
mm
Spacing n =
150
A's =
Hoop Rebar ,
D13-150
Try
Calculate Design Moment of Beam:
εcu=
β1 =
0.003
Try c
0.85
c = 182
εs' = (c-d')/c*εcu
εs' = -0.00176825
εs = (d-c)/c*εcu
εs = 0.00452621
Checkεs' >= εy and εs >= εy then
Only tension steel yields
εy = fy/Es
εy =
fs' = Es * εs'
fs' = -353.65
Cs' = As' * (fs' - 0.85*fc')
Cs' =
-147.6 kN
Cc' = 0.85*fc'*b*β1*c
Cc' =
314.8
kN
Cc + Cs =
167.2
kN
T=
167.2
kN
T = As * fy
Check
T = Cc + Cs'
OK
a = β1 * c
a = 154.33 mm
Mn = Cc' (d-a/2)+Cs'(d-d')
Mn = 61.847 kNm
Mnp = 1.3*Mn
0.9*M
Checkn >
0.0021
Mnp = 80.401 kNm
Mult
56
>
10
OK
Shear Rebar
Rebar diameter
Rebar space
D10-150
2 Legs
ds =
10
mm
s=
150
mm
Leg n =
2.0
(Av/s)design=
1.05
Legs
mm2/mm
Vn =
42.1
kN
Check
Nominal shearVn=Vu / Φ = Vc + Vs
If Av>=Av,min then:
Nominal shear of concrete is the lesser of
Vc=((0.17*λ*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
Vc =
Vc=((0.66*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
42.1
kN
ACI318-19, 22.5.5.1
Vc =
38.7
kN
If Av<Av,min then
Vc=((0.66*λs*λ*(ρw)^(1/3)*sqrt(fc')+Nu/(6*Ag))*bw*d
ACI318-19, 22.5.5.1
STRUCTURAL CALCULATION
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AL-MARWAH
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Vc =
45 of 87
32.6
kN
Where
Size effect modification factor, λs=min(sqrt(2/(1+0.004*d)),1)
λs=
Reduction factor for lightweight concrete
Ratio of As to b*d
Minimum shear
(Av/s)min
rebar = max(0.35*b/fy, 0.062*sqrt(fc’)*b/fy)
Since
0.842
λ=
1.00
rw =
0.013
ACI318-19, 9.6.3.4
(Av/s)min =
0.10
mm2/mm
Vc =
38.7
kN
Vs =
3.3
Av/s (required)=
0.10
mm2/mm
OK
Av>=Av,min
Hence,
Nominal shear of concrete
Vs=Vn - Vc
Nominal shear of rebar
Av/s (required) =Vs / (fy*d)
Check (Av/s) design ≥ (Av/s) required
≥
0.10
s_max =
230
≥
150
1.05
Seismic hook requirement s_max = min( d/2, 300)
Check s_max ≥ s
230
Check Vu/φ ≤ (Vc+0.66*sqrt(fc')*b*d)
Deflection Check
max displacement occurs
Clear span in the long dir.
mm
H=
4450
mm
Beam B5 (0.50X0.12)
END
MIDDLE
DIMENSION
120 x 500
TOP REBAR
3D13
BOTT. REBAR
CONC. COVER
1.600
δ < δall
Deflection check:
SHEAR REBAR
δ=
δall = 0.0056 H
The deflection limit
MEMBER
3D13
D10-150
2 Legs
OK
ACI318-19, 22.5.1.2
42
LOCATION
kN
D10-150
25
2 Legs
mm =
( 1.6 < 24.73 )
24.73
OK
mm
≤
200.1
OK
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
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0
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:
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APPENDIX A
STAAD.Pro INPUT
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 18-Feb-20
END JOB INFORMATION
INPUT WIDTH 79
SET NL 200
UNIT METER KN
JOINT COORDINATES
57 0 0 0; 58 8.173 0 0; 64 4.848 0 0; 69 0 0.5 0; 70 8.173 0.5 0;
73 4.848 0.5 0; 78 0 4.6 0; 79 8.173 4.6 0; 82 4.848 4.6 0; 96 8.173 0.5 4.82;
97 8.173 0 4.82; 98 8.173 4.6 4.82; 99 8.173 0.5 9.53; 100 8.173 0 9.53;
101 8.173 4.6 9.53; 102 0.377 0.5 9.53; 103 0.377 0 9.53; 104 0.377 4.6 9.53;
105 -3.638 0.5 7.611; 106 -3.638 0 7.611; 107 -3.638 4.6 7.611;
108 -1.38683 4.6 2.90137; 109 -1.38683 0.5 2.90137; 110 -1.38683 0 2.90137;
112 2.5867 4.6 4.82; 113 -2.28464 4.6 8.25785; 114 -0.0360541 4.6 3.5536;
115 -0.97639 4.6 8.88314; 116 1.2697 4.6 4.18408; 117 1.616 4.6 0;
118 3.232 4.6 0; 119 2.473 4.6 9.53; 120 4.4488 4.6 4.82; 121 6.3109 4.6 4.82;
122 4.373 4.6 9.53; 123 6.273 4.6 9.53; 124 8.173 4.6 2.14;
126 3.84402 4.6 2.14; 127 4.4488 4.6 2.14; 128 2.5867 0.5 4.82;
129 2.5867 0 4.82; 130 0 8.1 0; 131 1.616 8.1 0; 132 4.848 8.1 0;
133 8.173 8.1 0; 134 -3.638 8.1 7.611; 135 -2.28464 8.1 8.25785;
136 0.377 8.1 9.53; 137 2.473 8.1 9.53; 138 8.173 8.1 9.53; 139 8.173 8.1 4.82;
140 8.173 8.1 2.14; 141 -1.38683 8.1 2.90137; 142 2.5867 8.1 4.82;
143 3.84402 8.1 2.14; 144 4.4488 8.1 4.82; 145 -0.0360541 8.1 3.5536;
146 -0.97639 8.1 8.88314; 147 1.2697 8.1 4.18408; 148 3.232 8.1 0;
149 4.373 8.1 9.53; 150 6.3109 8.1 4.82; 151 6.273 8.1 9.53;
152 4.4488 8.1 2.14; 153 6.653 4.6 9.53; 154 6.65553 4.6 9.1375;
155 6.27616 4.6 9.1375; 156 7.033 4.6 9.53; 157 7.0349 4.6 9.1375;
158 7.413 4.6 9.53; 159 7.41426 4.6 9.1375; 160 7.793 4.6 9.53;
161 7.79363 4.6 9.1375; 162 8.173 4.6 9.1375; 163 6.65805 4.6 8.745;
164 6.27932 4.6 8.745; 165 7.03679 4.6 8.745; 166 7.41553 4.6 8.745;
167 7.79426 4.6 8.745; 168 8.173 4.6 8.745; 169 6.66058 4.6 8.3525;
170 6.28247 4.6 8.3525; 171 7.03869 4.6 8.3525; 172 7.41679 4.6 8.3525;
173 7.7949 4.6 8.3525; 174 8.173 4.6 8.3525; 175 6.66311 4.6 7.96;
176 6.28563 4.6 7.96; 177 7.04058 4.6 7.96; 178 7.41805 4.6 7.96;
179 7.79553 4.6 7.96; 180 8.173 4.6 7.96; 181 6.66563 4.6 7.5675;
182 6.28879 4.6 7.5675; 183 7.04248 4.6 7.5675; 184 7.41932 4.6 7.5675;
185 7.79616 4.6 7.5675; 186 8.173 4.6 7.5675; 187 6.66816 4.6 7.175;
188 6.29195 4.6 7.175; 189 7.04437 4.6 7.175; 190 7.42058 4.6 7.175;
191 7.79679 4.6 7.175; 192 8.173 4.6 7.175; 193 6.67069 4.6 6.7825;
194 6.29511 4.6 6.7825; 195 7.04627 4.6 6.7825; 196 7.42184 4.6 6.7825;
197 7.79742 4.6 6.7825; 198 8.173 4.6 6.7825; 199 6.67321 4.6 6.39;
200 6.29827 4.6 6.39; 201 7.04816 4.6 6.39; 202 7.42311 4.6 6.39;
203 7.79805 4.6 6.39; 204 8.173 4.6 6.39; 205 6.67574 4.6 5.9975;
206 6.30142 4.6 5.9975; 207 7.05006 4.6 5.9975; 208 7.42437 4.6 5.9975;
209 7.79869 4.6 5.9975; 210 8.173 4.6 5.9975; 211 6.67827 4.6 5.605;
212 6.30458 4.6 5.605; 213 7.05195 4.6 5.605; 214 7.42563 4.6 5.605;
215 7.79932 4.6 5.605; 216 8.173 4.6 5.605; 217 6.68079 4.6 5.2125;
218 6.30774 4.6 5.2125; 219 7.05384 4.6 5.2125; 220 7.4269 4.6 5.2125;
221 7.79995 4.6 5.2125; 222 8.173 4.6 5.2125; 223 6.68332 4.6 4.82;
224 7.05574 4.6 4.82; 225 7.42816 4.6 4.82; 226 7.80058 4.6 4.82;
227 4.753 4.6 9.53; 228 4.75869 4.6 9.1375; 229 4.37932 4.6 9.1375;
230 5.133 4.6 9.53; 231 5.13805 4.6 9.1375; 232 5.513 4.6 9.53;
233 5.51742 4.6 9.1375; 234 5.893 4.6 9.53; 235 5.89679 4.6 9.1375;
236 4.76437 4.6 8.745; 237 4.38563 4.6 8.745; 238 5.14311 4.6 8.745;
239 5.52184 4.6 8.745; 240 5.90058 4.6 8.745; 241 4.77005 4.6 8.3525;
242 4.39195 4.6 8.3525; 243 5.14816 4.6 8.3525; 244 5.52626 4.6 8.3525;
245 5.90437 4.6 8.3525; 246 4.77574 4.6 7.96; 247 4.39827 4.6 7.96;
248 5.15321 4.6 7.96; 249 5.53069 4.6 7.96; 250 5.90816 4.6 7.96;
251 4.78142 4.6 7.5675; 252 4.40458 4.6 7.5675; 253 5.15827 4.6 7.5675;
254 5.53511 4.6 7.5675; 255 5.91195 4.6 7.5675; 256 4.78711 4.6 7.175;
257 4.4109 4.6 7.175; 258 5.16332 4.6 7.175; 259 5.53953 4.6 7.175;
260 5.91574 4.6 7.175; 261 4.79279 4.6 6.7825; 262 4.41722 4.6 6.7825;
263 5.16837 4.6 6.7825; 264 5.54395 4.6 6.7825; 265 5.91953 4.6 6.7825;
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266 4.79848 4.6 6.39; 267 4.42353 4.6 6.39; 268 5.17343 4.6 6.39;
269 5.54837 4.6 6.39; 270 5.92332 4.6 6.39; 271 4.80416 4.6 5.9975;
272 4.42985 4.6 5.9975; 273 5.17848 4.6 5.9975; 274 5.55279 4.6 5.9975;
275 5.92711 4.6 5.9975; 276 4.80985 4.6 5.605; 277 4.43617 4.6 5.605;
278 5.18353 4.6 5.605; 279 5.55722 4.6 5.605; 280 5.9309 4.6 5.605;
281 4.81553 4.6 5.2125; 282 4.44248 4.6 5.2125; 283 5.18859 4.6 5.2125;
284 5.56164 4.6 5.2125; 285 5.93469 4.6 5.2125; 286 4.82122 4.6 4.82;
287 5.19364 4.6 4.82; 288 5.56606 4.6 4.82; 289 5.93848 4.6 4.82;
290 2.853 4.6 9.53; 291 2.86184 4.6 9.1375; 292 2.48248 4.6 9.1375;
293 3.233 4.6 9.53; 294 3.24121 4.6 9.1375; 295 3.613 4.6 9.53;
296 3.62058 4.6 9.1375; 297 3.993 4.6 9.53; 298 3.99995 4.6 9.1375;
299 2.87069 4.6 8.745; 300 2.49195 4.6 8.745; 301 3.24942 4.6 8.745;
302 3.62816 4.6 8.745; 303 4.0069 4.6 8.745; 304 2.87953 4.6 8.3525;
305 2.50142 4.6 8.3525; 306 3.25763 4.6 8.3525; 307 3.63574 4.6 8.3525;
308 4.01384 4.6 8.3525; 309 2.88837 4.6 7.96; 310 2.5109 4.6 7.96;
311 3.26585 4.6 7.96; 312 3.64332 4.6 7.96; 313 4.02079 4.6 7.96;
314 2.89722 4.6 7.5675; 315 2.52037 4.6 7.5675; 316 3.27406 4.6 7.5675;
317 3.6509 4.6 7.5675; 318 4.02774 4.6 7.5675; 319 2.90606 4.6 7.175;
320 2.52985 4.6 7.175; 321 3.28227 4.6 7.175; 322 3.65848 4.6 7.175;
323 4.03469 4.6 7.175; 324 2.9149 4.6 6.7825; 325 2.53932 4.6 6.7825;
326 3.29048 4.6 6.7825; 327 3.66606 4.6 6.7825; 328 4.04164 4.6 6.7825;
329 2.92374 4.6 6.39; 330 2.5488 4.6 6.39; 331 3.29869 4.6 6.39;
332 3.67364 4.6 6.39; 333 4.04859 4.6 6.39; 334 2.93259 4.6 5.9975;
335 2.55827 4.6 5.9975; 336 3.3069 4.6 5.9975; 337 3.68122 4.6 5.9975;
338 4.05553 4.6 5.9975; 339 2.94143 4.6 5.605; 340 2.56775 4.6 5.605;
341 3.31511 4.6 5.605; 342 3.6888 4.6 5.605; 343 4.06248 4.6 5.605;
344 2.95027 4.6 5.2125; 345 2.57722 4.6 5.2125; 346 3.32333 4.6 5.2125;
347 3.69638 4.6 5.2125; 348 4.06943 4.6 5.2125; 349 2.95912 4.6 4.82;
350 3.33154 4.6 4.82; 351 3.70396 4.6 4.82; 352 4.07638 4.6 4.82;
353 -0.638042 4.6 9.04485; 354 -0.465966 4.6 8.68318;
355 -0.803614 4.6 8.52167; 356 -0.299694 4.6 9.20657;
357 -0.128318 4.6 8.84468; 358 0.038653 4.6 9.36829; 359 0.209329 4.6 9.00619;
360 0.546977 4.6 9.16769; 361 -0.29389 4.6 8.3215; 362 -0.630838 4.6 8.16021;
363 0.0430579 4.6 8.4828; 364 0.380006 4.6 8.64409; 365 0.716954 4.6 8.80539;
366 -0.121814 4.6 7.95982; 367 -0.458062 4.6 7.79874; 368 0.214434 4.6 8.12091;
369 0.550682 4.6 8.28199; 370 0.886931 4.6 8.44308; 371 0.0502622 4.6 7.59815;
372 -0.285286 4.6 7.43727; 373 0.38581 4.6 7.75902; 374 0.721359 4.6 7.9199;
375 1.05691 4.6 8.08077; 376 0.222338 4.6 7.23647; 377 -0.11251 4.6 7.07581;
378 0.557187 4.6 7.39714; 379 0.892035 4.6 7.5578; 380 1.22688 4.6 7.71846;
381 0.394414 4.6 6.8748; 382 0.0602657 4.6 6.71434; 383 0.728563 4.6 7.03525;
384 1.06271 4.6 7.1957; 385 1.39686 4.6 7.35615; 386 0.566491 4.6 6.51312;
387 0.233042 4.6 6.35288; 388 0.899939 4.6 6.67336; 389 1.23339 4.6 6.8336;
390 1.56684 4.6 6.99385; 391 0.738567 4.6 6.15144; 392 0.405818 4.6 5.99141;
393 1.07132 4.6 6.31148; 394 1.40406 4.6 6.47151; 395 1.73681 4.6 6.63154;
396 0.910643 4.6 5.78977; 397 0.578594 4.6 5.62995; 398 1.24269 4.6 5.94959;
399 1.57474 4.6 6.10941; 400 1.90679 4.6 6.26923; 401 1.08272 4.6 5.42809;
402 0.75137 4.6 5.26848; 403 1.41407 4.6 5.5877; 404 1.74542 4.6 5.74731;
405 2.07677 4.6 5.90692; 406 1.25479 4.6 5.06641; 407 0.924145 4.6 4.90701;
408 1.58544 4.6 5.22581; 409 1.91609 4.6 5.38522; 410 2.24674 4.6 5.54462;
411 1.42687 4.6 4.70474; 412 1.09692 4.6 4.54555; 413 1.75682 4.6 4.86393;
414 2.08677 4.6 5.02312; 415 2.41672 4.6 5.18231; 416 1.59895 4.6 4.34306;
417 1.9282 4.6 4.50204; 418 2.25745 4.6 4.66102; 419 2.16155 4.6 7.52803;
420 1.99517 4.6 7.31726; 421 1.75839 4.6 7.44171; 422 2.26023 4.6 7.79194;
423 1.89815 4.6 7.75957; 424 2.2622 4.6 6.77512; 425 2.08882 4.6 6.91755;
426 2.2263 4.6 7.09834; 427 1.81497 4.6 8.13148; 428 2.10526 4.6 8.05071;
429 2.12086 4.6 8.42689; 430 1.73837 4.6 8.42439; 431 2.35492 4.6 5.807;
432 2.30927 4.6 6.04401; 433 2.27958 4.6 6.31099; 434 2.17827 4.6 6.5109;
435 1.99444 4.6 6.69666; 436 1.39274 4.6 7.93339; 437 1.42587 4.6 8.19684;
438 1.96243 4.6 8.97085; 439 2.13309 4.6 9.22355; 440 2.22239 4.6 8.8842;
441 1.71484 4.6 8.7261; 442 1.4243 4.6 8.59501; 443 1.42864 4.6 8.87912;
444 1.06879 4.6 9.31576; 445 0.96778 4.6 8.98924; 446 0.858268 4.6 9.27437;
447 1.88043 4.6 7.03638; 448 0.7962 4.6 9.53; 449 1.19402 4.6 9.04328;
450 1.43887 4.6 9.20127; 451 1.83764 4.6 9.2761; 452 1.69842 4.6 8.99875;
453 1.99035 4.6 8.69362; 454 2.0538 4.6 9.53; 455 1.2154 4.6 9.53;
456 1.60551 4.6 7.95096; 457 1.54656 4.6 7.70697; 458 2.24192 4.6 8.66;
459 1.15521 4.6 8.72642; 460 1.1921 4.6 8.38979; 461 1.6346 4.6 9.53;
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AL-MARWAH
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462 -1.95758 4.6 8.41417; 463 -1.78466 4.6 8.05241; 464 -2.11167 4.6 7.89598;
465 -1.63051 4.6 8.57049; 466 -1.45764 4.6 8.20883; 467 -1.30345 4.6 8.72682;
468 -1.13063 4.6 8.36525; 469 -1.61174 4.6 7.69064; 470 -1.9387 4.6 7.53412;
471 -1.28477 4.6 7.84716; 472 -0.957804 4.6 8.00368; 473 -1.43882 4.6 7.32887;
474 -1.76573 4.6 7.17225; 475 -1.1119 4.6 7.4855; 476 -0.78498 4.6 7.64212;
477 -1.2659 4.6 6.96711; 478 -1.59277 4.6 6.81039; 479 -0.939026 4.6 7.12383;
480 -0.612156 4.6 7.28055; 481 -1.09298 4.6 6.60534; 482 -1.4198 4.6 6.44852;
483 -0.766154 4.6 6.76216; 484 -0.439332 4.6 6.91899;
485 -0.920056 4.6 6.24358; 486 -1.24683 4.6 6.08666; 487 -0.593282 4.6 6.4005;
488 -0.266508 4.6 6.55742; 489 -0.747136 4.6 5.88181; 490 -1.07386 4.6 5.72479;
491 -0.42041 4.6 6.03883; 492 -0.0936843 4.6 6.19586;
493 -0.574216 4.6 5.52005; 494 -0.900894 4.6 5.36292;
495 -0.247538 4.6 5.67717; 496 0.0791397 4.6 5.83429;
497 -0.401296 4.6 5.15828; 498 -0.727926 4.6 5.00106;
499 -0.0746663 4.6 5.3155; 500 0.251964 4.6 5.47272; 501 -0.228376 4.6 4.79651;
502 -0.554958 4.6 4.63919; 503 0.0982056 4.6 4.95384; 504 0.424788 4.6 5.11116;
505 -0.0554563 4.6 4.43475; 506 -0.38199 4.6 4.27733; 507 0.271078 4.6 4.59217;
508 0.597611 4.6 4.74959; 509 0.117464 4.6 4.07298; 510 -0.209022 4.6 3.91546;
511 0.44395 4.6 4.2305; 512 0.770435 4.6 4.38803; 513 0.290384 4.6 3.71122;
514 0.616822 4.6 3.86884; 515 0.943259 4.6 4.02646; 516 -3.29966 4.6 7.77271;
517 -3.12654 4.6 7.41054; 518 -3.46483 4.6 7.24872; 519 -2.96132 4.6 7.93443;
520 -2.78825 4.6 7.57235; 521 -2.62298 4.6 8.09614; 522 -2.44996 4.6 7.73417;
523 -2.95343 4.6 7.04836; 524 -3.29167 4.6 6.88644; 525 -2.61518 4.6 7.21028;
526 -2.27694 4.6 7.3722; 527 -2.78031 4.6 6.68618; 528 -3.1185 4.6 6.52416;
529 -2.44212 4.6 6.84821; 530 -2.10393 4.6 7.01023; 531 -2.60719 4.6 6.32401;
532 -2.94533 4.6 6.16188; 533 -2.26905 4.6 6.48613; 534 -1.93091 4.6 6.64826;
535 -2.43407 4.6 5.96183; 536 -2.77217 4.6 5.7996; 537 -2.09598 4.6 6.12406;
538 -1.75789 4.6 6.28629; 539 -2.26096 4.6 5.59966; 540 -2.599 4.6 5.43732;
541 -1.92291 4.6 5.76199; 542 -1.58487 4.6 5.92432; 543 -2.08784 4.6 5.23748;
544 -2.42583 4.6 5.07504; 545 -1.74985 4.6 5.39992; 546 -1.41185 4.6 5.56235;
547 -1.91472 4.6 4.8753; 548 -2.25267 4.6 4.71276; 549 -1.57678 4.6 5.03784;
550 -1.23884 4.6 5.20038; 551 -1.74161 4.6 4.51313; 552 -2.0795 4.6 4.35049;
553 -1.40371 4.6 4.67577; 554 -1.06582 4.6 4.83841; 555 -1.56849 4.6 4.15095;
556 -1.90633 4.6 3.98821; 557 -1.23064 4.6 4.3137; 558 -0.892802 4.6 4.47645;
559 -1.39537 4.6 3.78878; 560 -1.73316 4.6 3.62593; 561 -1.05758 4.6 3.95163;
562 -0.719784 4.6 4.11448; 563 -1.22225 4.6 3.4266; 564 -1.56 4.6 3.26365;
565 -0.88451 4.6 3.58955; 566 -0.546766 4.6 3.75251; 567 -1.04914 4.6 3.06442;
568 -0.711443 4.6 3.22748; 569 -0.373748 4.6 3.39054;
570 -0.903823 4.6 2.75798; 571 -1.24815 4.6 2.61123; 572 -0.559498 4.6 2.90473;
573 -0.215174 4.6 3.05148; 574 0.129151 4.6 3.19824; 575 -0.75851 4.6 2.45154;
576 -1.10947 4.6 2.32109; 577 -0.407554 4.6 2.58199;
578 -0.0565988 4.6 2.71243; 579 0.294357 4.6 2.84288; 580 -0.613196 4.6 2.1451;
581 -0.970782 4.6 2.03096; 582 -0.25561 4.6 2.25924; 583 0.101976 4.6 2.37338;
584 0.459562 4.6 2.48752; 585 -0.467882 4.6 1.83865; 586 -0.832099 4.6 1.74082;
587 -0.103666 4.6 1.93649; 588 0.260551 4.6 2.03432; 589 0.624767 4.6 2.13216;
590 -0.322569 4.6 1.53221; 591 -0.693416 4.6 1.45068;
592 0.0482786 4.6 1.61374; 593 0.419126 4.6 1.69527; 594 0.789973 4.6 1.7768;
595 -0.177255 4.6 1.22577; 596 -0.554733 4.6 1.16055; 597 0.200223 4.6 1.29099;
598 0.577701 4.6 1.35622; 599 0.955178 4.6 1.42144; 600 -0.031941 4.6 0.919327;
601 -0.416049 4.6 0.87041; 602 0.352167 4.6 0.968244; 603 0.736275 4.6 1.01716;
604 1.12038 4.6 1.06608; 605 0.113373 4.6 0.612885; 606 -0.277366 4.6 0.580273;
607 0.504112 4.6 0.645496; 608 0.89485 4.6 0.678107; 609 1.28559 4.6 0.710719;
610 0.258686 4.6 0.306442; 611 -0.138683 4.6 0.290136;
612 0.656056 4.6 0.322748; 613 1.05343 4.6 0.339053; 614 1.45079 4.6 0.355359;
615 0.404 4.6 0; 616 0.808 4.6 0; 617 1.212 4.6 0; 618 0.463345 4.6 3.3401;
619 0.797539 4.6 3.48195; 620 1.13173 4.6 3.62381; 621 1.46593 4.6 3.76567;
622 0.636307 4.6 2.96897; 623 0.978257 4.6 3.09507; 624 1.32021 4.6 3.22117;
625 1.66216 4.6 3.34727; 626 0.809269 4.6 2.59785; 627 1.15898 4.6 2.70819;
628 1.50868 4.6 2.81852; 629 1.85839 4.6 2.92886; 630 0.98223 4.6 2.22673;
631 1.33969 4.6 2.3213; 632 1.69716 4.6 2.41588; 633 2.05462 4.6 2.51045;
634 1.15519 4.6 1.85561; 635 1.52041 4.6 1.93442; 636 1.88563 4.6 2.01323;
637 2.25085 4.6 2.09204; 638 1.32815 4.6 1.48449; 639 1.70113 4.6 1.54754;
640 2.0741 4.6 1.61058; 641 2.44708 4.6 1.67363; 642 1.50112 4.6 1.11336;
643 1.88185 4.6 1.16065; 644 2.26258 4.6 1.20794; 645 2.64331 4.6 1.25522;
646 1.67408 4.6 0.742243; 647 2.06256 4.6 0.773767; 648 2.45105 4.6 0.805292;
649 2.83954 4.6 0.836816; 650 1.84704 4.6 0.371121; 651 2.24328 4.6 0.386883;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
652 2.63953 4.6 0.402646; 653 3.03577 4.6 0.418408; 654 2.02 4.6 0;
655 2.424 4.6 0; 656 2.828 4.6 0; 657 1.79851 4.6 3.91759;
658 2.13109 4.6 4.0695; 659 2.46367 4.6 4.22142; 660 2.79625 4.6 4.37333;
661 1.99807 4.6 3.49212; 662 2.33398 4.6 3.63697; 663 2.66989 4.6 3.78182;
664 3.0058 4.6 3.92667; 665 2.19763 4.6 3.06664; 666 2.53687 4.6 3.20443;
667 2.87612 4.6 3.34221; 668 3.21536 4.6 3.48; 669 2.39719 4.6 2.64117;
670 2.73976 4.6 2.77189; 671 3.08234 4.6 2.90261; 672 3.42491 4.6 3.03333;
673 2.59675 4.6 2.2157; 674 2.94266 4.6 2.33935; 675 3.28856 4.6 2.46301;
676 3.63446 4.6 2.58667; 677 2.79631 4.6 1.79022; 678 3.14555 4.6 1.90682;
679 3.49478 4.6 2.02341; 680 3.00624 4.6 1.34267; 681 3.36916 4.6 1.43011;
682 3.73209 4.6 1.51756; 683 4.09501 4.6 1.605; 684 3.21616 4.6 0.895112;
685 3.59277 4.6 0.953408; 686 3.96939 4.6 1.0117; 687 4.34601 4.6 1.07;
688 3.42608 4.6 0.447556; 689 3.81639 4.6 0.476704; 690 4.2067 4.6 0.505852;
691 4.597 4.6 0.535; 692 3.636 4.6 0; 693 4.04 4.6 0; 694 4.444 4.6 0;
696 4.4488 4.6 3.48; 721 4.3974 4.6 1.605; 736 4.14641 4.6 2.14;
737 3.12676 4.6 4.37333; 738 3.45727 4.6 4.37333; 739 3.78778 4.6 4.37333;
740 4.11829 4.6 4.37333; 741 4.4488 4.6 4.37333; 742 3.2944 4.6 3.92667;
743 3.583 4.6 3.92667; 744 3.8716 4.6 3.92667; 745 4.1602 4.6 3.92667;
746 4.4488 4.6 3.92667; 747 3.46205 4.6 3.48; 748 3.70873 4.6 3.48;
749 3.95542 4.6 3.48; 750 4.20211 4.6 3.48; 751 4.18354 4.6 3.03333;
752 3.91829 4.6 3.03333; 753 4.4488 4.6 3.03333; 754 4.16498 4.6 2.58667;
755 3.88115 4.6 2.58667; 756 4.4488 4.6 2.58667; 758 6.653 8.1 9.53;
759 6.65553 8.1 9.1375; 760 6.27616 8.1 9.1375; 761 7.033 8.1 9.53;
762 7.0349 8.1 9.1375; 763 7.413 8.1 9.53; 764 7.41426 8.1 9.1375;
765 7.793 8.1 9.53; 766 7.79363 8.1 9.1375; 767 8.173 8.1 9.1375;
768 6.65805 8.1 8.745; 769 6.27932 8.1 8.745; 770 7.03679 8.1 8.745;
771 7.41553 8.1 8.745; 772 7.79426 8.1 8.745; 773 8.173 8.1 8.745;
774 6.66058 8.1 8.3525; 775 6.28247 8.1 8.3525; 776 7.03869 8.1 8.3525;
777 7.41679 8.1 8.3525; 778 7.7949 8.1 8.3525; 779 8.173 8.1 8.3525;
780 6.66311 8.1 7.96; 781 6.28563 8.1 7.96; 782 7.04058 8.1 7.96;
783 7.41805 8.1 7.96; 784 7.79553 8.1 7.96; 785 8.173 8.1 7.96;
786 6.66563 8.1 7.5675; 787 6.28879 8.1 7.5675; 788 7.04248 8.1 7.5675;
789 7.41932 8.1 7.5675; 790 7.79616 8.1 7.5675; 791 8.173 8.1 7.5675;
792 6.66816 8.1 7.175; 793 6.29195 8.1 7.175; 794 7.04437 8.1 7.175;
795 7.42058 8.1 7.175; 796 7.79679 8.1 7.175; 797 8.173 8.1 7.175;
798 6.67069 8.1 6.7825; 799 6.29511 8.1 6.7825; 800 7.04627 8.1 6.7825;
801 7.42184 8.1 6.7825; 802 7.79742 8.1 6.7825; 803 8.173 8.1 6.7825;
804 6.67321 8.1 6.39; 805 6.29827 8.1 6.39; 806 7.04816 8.1 6.39;
807 7.42311 8.1 6.39; 808 7.79805 8.1 6.39; 809 8.173 8.1 6.39;
810 6.67574 8.1 5.9975; 811 6.30142 8.1 5.9975; 812 7.05006 8.1 5.9975;
813 7.42437 8.1 5.9975; 814 7.79869 8.1 5.9975; 815 8.173 8.1 5.9975;
816 6.67827 8.1 5.605; 817 6.30458 8.1 5.605; 818 7.05195 8.1 5.605;
819 7.42563 8.1 5.605; 820 7.79932 8.1 5.605; 821 8.173 8.1 5.605;
822 6.68079 8.1 5.2125; 823 6.30774 8.1 5.2125; 824 7.05384 8.1 5.2125;
825 7.4269 8.1 5.2125; 826 7.79995 8.1 5.2125; 827 8.173 8.1 5.2125;
828 6.68332 8.1 4.82; 829 7.05574 8.1 4.82; 830 7.42816 8.1 4.82;
831 7.80058 8.1 4.82; 832 4.753 8.1 9.53; 833 4.75869 8.1 9.1375;
834 4.37932 8.1 9.1375; 835 5.133 8.1 9.53; 836 5.13805 8.1 9.1375;
837 5.513 8.1 9.53; 838 5.51742 8.1 9.1375; 839 5.893 8.1 9.53;
840 5.89679 8.1 9.1375; 841 4.76437 8.1 8.745; 842 4.38563 8.1 8.745;
843 5.14311 8.1 8.745; 844 5.52184 8.1 8.745; 845 5.90058 8.1 8.745;
846 4.77005 8.1 8.3525; 847 4.39195 8.1 8.3525; 848 5.14816 8.1 8.3525;
849 5.52626 8.1 8.3525; 850 5.90437 8.1 8.3525; 851 4.77574 8.1 7.96;
852 4.39827 8.1 7.96; 853 5.15321 8.1 7.96; 854 5.53069 8.1 7.96;
855 5.90816 8.1 7.96; 856 4.78142 8.1 7.5675; 857 4.40458 8.1 7.5675;
858 5.15827 8.1 7.5675; 859 5.53511 8.1 7.5675; 860 5.91195 8.1 7.5675;
861 4.78711 8.1 7.175; 862 4.4109 8.1 7.175; 863 5.16332 8.1 7.175;
864 5.53953 8.1 7.175; 865 5.91574 8.1 7.175; 866 4.79279 8.1 6.7825;
867 4.41722 8.1 6.7825; 868 5.16837 8.1 6.7825; 869 5.54395 8.1 6.7825;
870 5.91953 8.1 6.7825; 871 4.79848 8.1 6.39; 872 4.42353 8.1 6.39;
873 5.17343 8.1 6.39; 874 5.54837 8.1 6.39; 875 5.92332 8.1 6.39;
876 4.80416 8.1 5.9975; 877 4.42985 8.1 5.9975; 878 5.17848 8.1 5.9975;
879 5.55279 8.1 5.9975; 880 5.92711 8.1 5.9975; 881 4.80985 8.1 5.605;
882 4.43617 8.1 5.605; 883 5.18353 8.1 5.605; 884 5.55722 8.1 5.605;
885 5.9309 8.1 5.605; 886 4.81553 8.1 5.2125; 887 4.44248 8.1 5.2125;
888 5.18859 8.1 5.2125; 889 5.56164 8.1 5.2125; 890 5.93469 8.1 5.2125;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
891 4.82122 8.1 4.82; 892 5.19364 8.1 4.82; 893 5.56606 8.1 4.82;
894 5.93848 8.1 4.82; 895 2.853 8.1 9.53; 896 2.86184 8.1 9.1375;
897 2.48248 8.1 9.1375; 898 3.233 8.1 9.53; 899 3.24121 8.1 9.1375;
900 3.613 8.1 9.53; 901 3.62058 8.1 9.1375; 902 3.993 8.1 9.53;
903 3.99995 8.1 9.1375; 904 2.87069 8.1 8.745; 905 2.49195 8.1 8.745;
906 3.24942 8.1 8.745; 907 3.62816 8.1 8.745; 908 4.0069 8.1 8.745;
909 2.87953 8.1 8.3525; 910 2.50142 8.1 8.3525; 911 3.25763 8.1 8.3525;
912 3.63574 8.1 8.3525; 913 4.01384 8.1 8.3525; 914 2.88837 8.1 7.96;
915 2.5109 8.1 7.96; 916 3.26585 8.1 7.96; 917 3.64332 8.1 7.96;
918 4.02079 8.1 7.96; 919 2.89722 8.1 7.5675; 920 2.52037 8.1 7.5675;
921 3.27406 8.1 7.5675; 922 3.6509 8.1 7.5675; 923 4.02774 8.1 7.5675;
924 2.90606 8.1 7.175; 925 2.52985 8.1 7.175; 926 3.28227 8.1 7.175;
927 3.65848 8.1 7.175; 928 4.03469 8.1 7.175; 929 2.9149 8.1 6.7825;
930 2.53932 8.1 6.7825; 931 3.29048 8.1 6.7825; 932 3.66606 8.1 6.7825;
933 4.04164 8.1 6.7825; 934 2.92374 8.1 6.39; 935 2.5488 8.1 6.39;
936 3.29869 8.1 6.39; 937 3.67364 8.1 6.39; 938 4.04859 8.1 6.39;
939 2.93259 8.1 5.9975; 940 2.55827 8.1 5.9975; 941 3.3069 8.1 5.9975;
942 3.68122 8.1 5.9975; 943 4.05553 8.1 5.9975; 944 2.94143 8.1 5.605;
945 2.56775 8.1 5.605; 946 3.31511 8.1 5.605; 947 3.6888 8.1 5.605;
948 4.06248 8.1 5.605; 949 2.95027 8.1 5.2125; 950 2.57722 8.1 5.2125;
951 3.32333 8.1 5.2125; 952 3.69638 8.1 5.2125; 953 4.06943 8.1 5.2125;
954 2.95912 8.1 4.82; 955 3.33154 8.1 4.82; 956 3.70396 8.1 4.82;
957 4.07638 8.1 4.82; 958 -0.638042 8.1 9.04485; 959 -0.465966 8.1 8.68318;
960 -0.803614 8.1 8.52167; 961 -0.299695 8.1 9.20657;
962 -0.128318 8.1 8.84468; 963 0.0386532 8.1 9.36829; 964 0.209329 8.1 9.00619;
965 0.546977 8.1 9.16769; 966 -0.29389 8.1 8.3215; 967 -0.630838 8.1 8.16021;
968 0.0430579 8.1 8.4828; 969 0.380006 8.1 8.64409; 970 0.716954 8.1 8.80539;
971 -0.121814 8.1 7.95982; 972 -0.458062 8.1 7.79874; 973 0.214434 8.1 8.12091;
974 0.550682 8.1 8.28199; 975 0.886931 8.1 8.44308; 976 0.0502622 8.1 7.59815;
977 -0.285286 8.1 7.43727; 978 0.38581 8.1 7.75902; 979 0.721359 8.1 7.9199;
980 1.05691 8.1 8.08077; 981 0.222338 8.1 7.23647; 982 -0.11251 8.1 7.07581;
983 0.557187 8.1 7.39714; 984 0.892035 8.1 7.5578; 985 1.22688 8.1 7.71846;
986 0.394414 8.1 6.8748; 987 0.0602657 8.1 6.71434; 988 0.728563 8.1 7.03525;
989 1.06271 8.1 7.1957; 990 1.39686 8.1 7.35615; 991 0.566491 8.1 6.51312;
992 0.233042 8.1 6.35288; 993 0.899939 8.1 6.67336; 994 1.23339 8.1 6.8336;
995 1.56684 8.1 6.99385; 996 0.738567 8.1 6.15144; 997 0.405818 8.1 5.99141;
998 1.07132 8.1 6.31148; 999 1.40406 8.1 6.47151; 1000 1.73681 8.1 6.63154;
1001 0.910643 8.1 5.78977; 1002 0.578594 8.1 5.62995; 1003 1.24269 8.1 5.94959;
1004 1.57474 8.1 6.10941; 1005 1.90679 8.1 6.26923; 1006 1.08272 8.1 5.42809;
1007 0.75137 8.1 5.26848; 1008 1.41407 8.1 5.5877; 1009 1.74542 8.1 5.74731;
1010 2.07677 8.1 5.90692; 1011 1.25479 8.1 5.06641; 1012 0.924145 8.1 4.90701;
1013 1.58544 8.1 5.22581; 1014 1.91609 8.1 5.38522; 1015 2.24674 8.1 5.54462;
1016 1.42687 8.1 4.70474; 1017 1.09692 8.1 4.54555; 1018 1.75682 8.1 4.86393;
1019 2.08677 8.1 5.02312; 1020 2.41672 8.1 5.18231; 1021 1.59895 8.1 4.34306;
1022 1.9282 8.1 4.50204; 1023 2.25745 8.1 4.66102; 1024 2.16155 8.1 7.52803;
1025 1.99517 8.1 7.31726; 1026 1.75839 8.1 7.44171; 1027 2.26023 8.1 7.79194;
1028 1.89815 8.1 7.75957; 1029 2.2622 8.1 6.77512; 1030 2.08882 8.1 6.91755;
1031 2.2263 8.1 7.09834; 1032 1.81497 8.1 8.13148; 1033 2.10526 8.1 8.05071;
1034 2.12086 8.1 8.42689; 1035 1.73837 8.1 8.42439; 1036 2.35492 8.1 5.807;
1037 2.30927 8.1 6.04401; 1038 2.27958 8.1 6.31099; 1039 2.17827 8.1 6.5109;
1040 1.99444 8.1 6.69666; 1041 1.39274 8.1 7.93339; 1042 1.42587 8.1 8.19684;
1043 1.96243 8.1 8.97085; 1044 2.13309 8.1 9.22355; 1045 2.22239 8.1 8.8842;
1046 1.71484 8.1 8.7261; 1047 1.4243 8.1 8.59501; 1048 1.42864 8.1 8.87912;
1049 1.06879 8.1 9.31576; 1050 0.96778 8.1 8.98924; 1051 0.858268 8.1 9.27437;
1052 1.88043 8.1 7.03638; 1053 0.7962 8.1 9.53; 1054 1.19402 8.1 9.04328;
1055 1.43887 8.1 9.20127; 1056 1.83764 8.1 9.2761; 1057 1.69842 8.1 8.99875;
1058 1.99035 8.1 8.69362; 1059 2.0538 8.1 9.53; 1060 1.2154 8.1 9.53;
1061 1.60551 8.1 7.95096; 1062 1.54656 8.1 7.70697; 1063 2.24192 8.1 8.66;
1064 1.15521 8.1 8.72642; 1065 1.1921 8.1 8.38979; 1066 1.6346 8.1 9.53;
1067 -1.95758 8.1 8.41417; 1068 -1.78466 8.1 8.05241;
1069 -2.11167 8.1 7.89598; 1070 -1.63051 8.1 8.57049;
1071 -1.45764 8.1 8.20883; 1072 -1.30345 8.1 8.72682;
1073 -1.13063 8.1 8.36525; 1074 -1.61174 8.1 7.69064; 1075 -1.9387 8.1 7.53412;
1076 -1.28477 8.1 7.84716; 1077 -0.957804 8.1 8.00368;
1078 -1.43882 8.1 7.32887; 1079 -1.76573 8.1 7.17225; 1080 -1.1119 8.1 7.4855;
1081 -0.78498 8.1 7.64212; 1082 -1.2659 8.1 6.96711; 1083 -1.59277 8.1 6.81039;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
1084 -0.939026 8.1 7.12383; 1085 -0.612156 8.1 7.28055;
1086 -1.09298 8.1 6.60534; 1087 -1.4198 8.1 6.44852;
1088 -0.766154 8.1 6.76216; 1089 -0.439332 8.1 6.91899;
1090 -0.920056 8.1 6.24358; 1091 -1.24683 8.1 6.08666;
1092 -0.593282 8.1 6.4005; 1093 -0.266508 8.1 6.55742;
1094 -0.747136 8.1 5.88181; 1095 -1.07386 8.1 5.72479;
1096 -0.42041 8.1 6.03883; 1097 -0.0936843 8.1 6.19586;
1098 -0.574216 8.1 5.52005; 1099 -0.900894 8.1 5.36292;
1100 -0.247538 8.1 5.67717; 1101 0.0791397 8.1 5.83429;
1102 -0.401296 8.1 5.15828; 1103 -0.727926 8.1 5.00106;
1104 -0.0746663 8.1 5.3155; 1105 0.251964 8.1 5.47272;
1106 -0.228376 8.1 4.79651; 1107 -0.554958 8.1 4.63919;
1108 0.0982056 8.1 4.95384; 1109 0.424788 8.1 5.11116;
1110 -0.0554563 8.1 4.43475; 1111 -0.38199 8.1 4.27733;
1112 0.271078 8.1 4.59217; 1113 0.597611 8.1 4.74959;
1114 0.117464 8.1 4.07298; 1115 -0.209022 8.1 3.91546; 1116 0.44395 8.1 4.2305;
1117 0.770435 8.1 4.38803; 1118 0.290384 8.1 3.71122;
1119 0.616822 8.1 3.86884; 1120 0.943259 8.1 4.02646;
1121 -3.29966 8.1 7.77271; 1122 -3.12654 8.1 7.41054;
1123 -3.46483 8.1 7.24872; 1124 -2.96132 8.1 7.93443;
1125 -2.78825 8.1 7.57235; 1126 -2.62298 8.1 8.09614;
1127 -2.44996 8.1 7.73417; 1128 -2.95343 8.1 7.04836;
1129 -3.29167 8.1 6.88644; 1130 -2.61518 8.1 7.21028; 1131 -2.27694 8.1 7.3722;
1132 -2.78031 8.1 6.68618; 1133 -3.1185 8.1 6.52416; 1134 -2.44212 8.1 6.84821;
1135 -2.10393 8.1 7.01023; 1136 -2.60719 8.1 6.32401;
1137 -2.94533 8.1 6.16188; 1138 -2.26905 8.1 6.48613;
1139 -1.93091 8.1 6.64826; 1140 -2.43407 8.1 5.96183; 1141 -2.77217 8.1 5.7996;
1142 -2.09598 8.1 6.12406; 1143 -1.75789 8.1 6.28629;
1144 -2.26096 8.1 5.59966; 1145 -2.599 8.1 5.43732; 1146 -1.92291 8.1 5.76199;
1147 -1.58487 8.1 5.92432; 1148 -2.08784 8.1 5.23748;
1149 -2.42583 8.1 5.07504; 1150 -1.74985 8.1 5.39992;
1151 -1.41185 8.1 5.56235; 1152 -1.91472 8.1 4.8753; 1153 -2.25267 8.1 4.71276;
1154 -1.57678 8.1 5.03784; 1155 -1.23884 8.1 5.20038;
1156 -1.74161 8.1 4.51313; 1157 -2.0795 8.1 4.35049; 1158 -1.40371 8.1 4.67577;
1159 -1.06582 8.1 4.83841; 1160 -1.56849 8.1 4.15095;
1161 -1.90633 8.1 3.98821; 1162 -1.23064 8.1 4.3137;
1163 -0.892802 8.1 4.47645; 1164 -1.39537 8.1 3.78878;
1165 -1.73316 8.1 3.62593; 1166 -1.05758 8.1 3.95163;
1167 -0.719784 8.1 4.11448; 1168 -1.22225 8.1 3.4266; 1169 -1.56 8.1 3.26365;
1170 -0.88451 8.1 3.58955; 1171 -0.546766 8.1 3.75251;
1172 -1.04914 8.1 3.06442; 1173 -0.711443 8.1 3.22748;
1174 -0.373748 8.1 3.39054; 1175 -0.903823 8.1 2.75798;
1176 -1.24815 8.1 2.61123; 1177 -0.559498 8.1 2.90473;
1178 -0.215174 8.1 3.05148; 1179 0.129151 8.1 3.19824;
1180 -0.75851 8.1 2.45154; 1181 -1.10947 8.1 2.32109;
1182 -0.407554 8.1 2.58199; 1183 -0.0565988 8.1 2.71243;
1184 0.294357 8.1 2.84288; 1185 -0.613196 8.1 2.1451;
1186 -0.970782 8.1 2.03096; 1187 -0.25561 8.1 2.25924;
1188 0.101976 8.1 2.37338; 1189 0.459562 8.1 2.48752;
1190 -0.467882 8.1 1.83865; 1191 -0.832099 8.1 1.74082;
1192 -0.103666 8.1 1.93649; 1193 0.260551 8.1 2.03432;
1194 0.624767 8.1 2.13216; 1195 -0.322569 8.1 1.53221;
1196 -0.693416 8.1 1.45068; 1197 0.0482786 8.1 1.61374;
1198 0.419126 8.1 1.69527; 1199 0.789973 8.1 1.7768;
1200 -0.177255 8.1 1.22577; 1201 -0.554733 8.1 1.16055;
1202 0.200223 8.1 1.29099; 1203 0.577701 8.1 1.35622;
1204 0.955178 8.1 1.42144; 1205 -0.031941 8.1 0.919327;
1206 -0.416049 8.1 0.87041; 1207 0.352167 8.1 0.968244;
1208 0.736275 8.1 1.01716; 1209 1.12038 8.1 1.06608;
1210 0.113373 8.1 0.612885; 1211 -0.277366 8.1 0.580273;
1212 0.504112 8.1 0.645496; 1213 0.89485 8.1 0.678107;
1214 1.28559 8.1 0.710719; 1215 0.258686 8.1 0.306442;
1216 -0.138683 8.1 0.290136; 1217 0.656056 8.1 0.322748;
1218 1.05343 8.1 0.339053; 1219 1.45079 8.1 0.355359; 1220 0.404 8.1 0;
1221 0.808 8.1 0; 1222 1.212 8.1 0; 1223 0.463345 8.1 3.3401;
1224 0.797539 8.1 3.48195; 1225 1.13173 8.1 3.62381; 1226 1.46593 8.1 3.76567;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
1227 0.636307 8.1 2.96897; 1228 0.978257 8.1 3.09507; 1229 1.32021 8.1 3.22117;
1230 1.66216 8.1 3.34727; 1231 0.809269 8.1 2.59785; 1232 1.15898 8.1 2.70819;
1233 1.50868 8.1 2.81852; 1234 1.85839 8.1 2.92886; 1235 0.98223 8.1 2.22673;
1236 1.33969 8.1 2.3213; 1237 1.69716 8.1 2.41588; 1238 2.05462 8.1 2.51045;
1239 1.15519 8.1 1.85561; 1240 1.52041 8.1 1.93442; 1241 1.88563 8.1 2.01323;
1242 2.25085 8.1 2.09204; 1243 1.32815 8.1 1.48449; 1244 1.70113 8.1 1.54754;
1245 2.0741 8.1 1.61058; 1246 2.44708 8.1 1.67363; 1247 1.50112 8.1 1.11336;
1248 1.88185 8.1 1.16065; 1249 2.26258 8.1 1.20794; 1250 2.64331 8.1 1.25522;
1251 1.67408 8.1 0.742243; 1252 2.06256 8.1 0.773767;
1253 2.45105 8.1 0.805292; 1254 2.83954 8.1 0.836816;
1255 1.84704 8.1 0.371121; 1256 2.24328 8.1 0.386883;
1257 2.63953 8.1 0.402646; 1258 3.03577 8.1 0.418408; 1259 2.02 8.1 0;
1260 2.424 8.1 0; 1261 2.828 8.1 0; 1262 1.79851 8.1 3.91759;
1263 2.13109 8.1 4.0695; 1264 2.46367 8.1 4.22142; 1265 2.79625 8.1 4.37333;
1266 1.99807 8.1 3.49212; 1267 2.33398 8.1 3.63697; 1268 2.66989 8.1 3.78182;
1269 3.0058 8.1 3.92667; 1270 2.19763 8.1 3.06664; 1271 2.53687 8.1 3.20443;
1272 2.87612 8.1 3.34221; 1273 3.21536 8.1 3.48; 1274 2.39719 8.1 2.64117;
1275 2.73976 8.1 2.77189; 1276 3.08234 8.1 2.90261; 1277 3.42491 8.1 3.03333;
1278 2.59675 8.1 2.2157; 1279 2.94266 8.1 2.33935; 1280 3.28856 8.1 2.46301;
1281 3.63446 8.1 2.58667; 1282 2.79631 8.1 1.79022; 1283 3.14555 8.1 1.90682;
1284 3.49478 8.1 2.02341; 1285 3.00624 8.1 1.34267; 1286 3.36916 8.1 1.43011;
1287 3.73209 8.1 1.51756; 1288 4.09501 8.1 1.605; 1289 3.21616 8.1 0.895112;
1290 3.59277 8.1 0.953408; 1291 3.96939 8.1 1.0117; 1292 4.34601 8.1 1.07;
1293 3.42608 8.1 0.447556; 1294 3.81639 8.1 0.476704; 1295 4.2067 8.1 0.505852;
1296 4.597 8.1 0.535; 1297 3.636 8.1 0; 1298 4.04 8.1 0; 1299 4.444 8.1 0;
1325 4.3974 8.1 1.605; 1340 4.14641 8.1 2.14; 1341 3.12676 8.1 4.37333;
1342 3.45727 8.1 4.37333; 1343 3.78778 8.1 4.37333; 1344 4.11829 8.1 4.37333;
1345 4.4488 8.1 4.37333; 1346 3.2944 8.1 3.92667; 1347 3.583 8.1 3.92667;
1348 3.8716 8.1 3.92667; 1349 4.1602 8.1 3.92667; 1350 4.4488 8.1 3.92667;
1351 3.46205 8.1 3.48; 1352 3.70873 8.1 3.48; 1353 3.95542 8.1 3.48;
1354 4.20211 8.1 3.48; 1355 4.4488 8.1 3.48; 1356 4.18354 8.1 3.03333;
1357 3.91829 8.1 3.03333; 1358 4.4488 8.1 3.03333; 1359 4.16498 8.1 2.58667;
1360 3.88115 8.1 2.58667; 1361 4.4488 8.1 2.58667; 1363 8.173 4.6 1.07;
1364 8.173 8.1 1.07; 1365 8.173 8.1 0.535; 1366 7.8154 8.1 0.535;
1367 7.7903 8.1 1.07; 1368 7.8405 8.1 0; 1369 7.4578 8.1 0.535;
1370 7.4076 8.1 1.07; 1371 7.508 8.1 0; 1372 7.1002 8.1 0.535;
1373 7.0249 8.1 1.07; 1374 7.1755 8.1 0; 1375 6.7426 8.1 0.535;
1376 6.6422 8.1 1.07; 1377 6.843 8.1 0; 1378 6.385 8.1 0.535;
1379 6.2595 8.1 1.07; 1380 6.5105 8.1 0; 1381 6.0274 8.1 0.535;
1382 5.87681 8.1 1.07; 1383 6.178 8.1 0; 1384 5.6698 8.1 0.535;
1385 5.49411 8.1 1.07; 1386 5.8455 8.1 0; 1387 5.3122 8.1 0.535;
1388 5.11141 8.1 1.07; 1389 5.513 8.1 0; 1390 4.9546 8.1 0.535;
1391 4.72871 8.1 1.07; 1392 5.1805 8.1 0; 1393 8.173 8.1 1.605;
1394 7.79544 8.1 1.605; 1395 7.80058 8.1 2.14; 1396 7.41788 8.1 1.605;
1397 7.42816 8.1 2.14; 1398 7.04032 8.1 1.605; 1399 7.05574 8.1 2.14;
1400 6.66276 8.1 1.605; 1401 6.68332 8.1 2.14; 1402 6.2852 8.1 1.605;
1403 6.3109 8.1 2.14; 1404 5.90764 8.1 1.605; 1405 5.93848 8.1 2.14;
1406 5.53008 8.1 1.605; 1407 5.56606 8.1 2.14; 1408 5.15252 8.1 1.605;
1409 5.19364 8.1 2.14; 1410 4.77496 8.1 1.605; 1411 4.82122 8.1 2.14;
1412 8.173 4.6 0.535; 1413 7.8154 4.6 0.535; 1414 7.7903 4.6 1.07;
1415 7.8405 4.6 0; 1416 7.4578 4.6 0.535; 1417 7.4076 4.6 1.07;
1418 7.508 4.6 0; 1419 7.1002 4.6 0.535; 1420 7.0249 4.6 1.07;
1421 7.1755 4.6 0; 1422 6.7426 4.6 0.535; 1423 6.6422 4.6 1.07;
1424 6.843 4.6 0; 1425 6.385 4.6 0.535; 1426 6.2595 4.6 1.07;
1427 6.5105 4.6 0; 1428 6.0274 4.6 0.535; 1429 5.87681 4.6 1.07;
1430 6.178 4.6 0; 1431 5.6698 4.6 0.535; 1432 5.49411 4.6 1.07;
1433 5.8455 4.6 0; 1434 5.3122 4.6 0.535; 1435 5.11141 4.6 1.07;
1436 5.513 4.6 0; 1437 4.9546 4.6 0.535; 1438 4.72871 4.6 1.07;
1439 5.1805 4.6 0; 1440 8.173 4.6 1.605; 1441 7.79544 4.6 1.605;
1442 7.80058 4.6 2.14; 1443 7.41788 4.6 1.605; 1444 7.42816 4.6 2.14;
1445 7.04032 4.6 1.605; 1446 7.05574 4.6 2.14; 1447 6.66276 4.6 1.605;
1448 6.68332 4.6 2.14; 1449 6.2852 4.6 1.605; 1450 6.3109 4.6 2.14;
1451 5.90764 4.6 1.605; 1452 5.93848 4.6 2.14; 1453 5.53008 4.6 1.605;
1454 5.56606 4.6 2.14; 1455 5.15252 4.6 1.605; 1456 5.19364 4.6 2.14;
1457 4.77496 4.6 1.605; 1458 4.82122 4.6 2.14; 1459 4.82122 8.1 4.37333;
1460 5.19364 8.1 4.37333; 1461 5.56606 8.1 4.37333; 1462 5.93848 8.1 4.37333;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
1463 6.3109 8.1 4.37333; 1464 6.68332 8.1 4.37333; 1465 7.05574 8.1 4.37333;
1466 7.42816 8.1 4.37333; 1467 7.80058 8.1 4.37333; 1468 8.173 8.1 4.37333;
1469 4.82122 8.1 3.92667; 1470 5.19364 8.1 3.92667; 1471 5.56606 8.1 3.92667;
1472 5.93848 8.1 3.92667; 1473 6.3109 8.1 3.92667; 1474 6.68332 8.1 3.92667;
1475 7.05574 8.1 3.92667; 1476 7.42816 8.1 3.92667; 1477 7.80058 8.1 3.92667;
1478 8.173 8.1 3.92667; 1479 4.82122 8.1 3.48; 1480 5.19364 8.1 3.48;
1481 5.56606 8.1 3.48; 1482 5.93848 8.1 3.48; 1483 6.3109 8.1 3.48;
1484 6.68332 8.1 3.48; 1485 7.05574 8.1 3.48; 1486 7.42816 8.1 3.48;
1487 7.80058 8.1 3.48; 1488 8.173 8.1 3.48; 1489 4.82122 8.1 3.03333;
1490 5.19364 8.1 3.03333; 1491 5.56606 8.1 3.03333; 1492 5.93848 8.1 3.03333;
1493 6.3109 8.1 3.03333; 1494 6.68332 8.1 3.03333; 1495 7.05574 8.1 3.03333;
1496 7.42816 8.1 3.03333; 1497 7.80058 8.1 3.03333; 1498 8.173 8.1 3.03333;
1499 4.82122 8.1 2.58667; 1500 5.19364 8.1 2.58667; 1501 5.56606 8.1 2.58667;
1502 5.93848 8.1 2.58667; 1503 6.3109 8.1 2.58667; 1504 6.68332 8.1 2.58667;
1505 7.05574 8.1 2.58667; 1506 7.42816 8.1 2.58667; 1507 7.80058 8.1 2.58667;
1508 8.173 8.1 2.58667; 1509 8.173 0.5 2.14; 1511 3.84402 0.5 2.14;
1516 4.4488 0.5 4.82; 1518 8.173 0 2.14; 1519 8.173 2.7 4.82;
1520 8.173 2.7 2.14; 1521 4.4488 0.5 3.48; 1522 8.173 2.7 3.48;
1523 6.773 2.7 4.82; 1524 6.773 2.7 3.48; 1525 6.773 2.7 2.14;
1526 6.773 0.5 4.82; 1527 6.773 0.5 2.14; 1528 8.173 2.7 4.37333;
1529 7.70633 2.7 4.37333; 1530 7.70633 2.7 4.82; 1531 8.173 2.7 3.92667;
1532 7.70633 2.7 3.92667; 1533 7.70633 2.7 3.48; 1534 7.23967 2.7 4.37333;
1535 7.23967 2.7 4.82; 1536 7.23967 2.7 3.92667; 1537 7.23967 2.7 3.48;
1538 6.773 2.7 4.37333; 1539 6.773 2.7 3.92667; 1540 8.173 2.7 3.03333;
1541 7.70633 2.7 3.03333; 1542 8.173 2.7 2.58667; 1543 7.70633 2.7 2.58667;
1544 7.70633 2.7 2.14; 1545 7.23967 2.7 3.03333; 1546 7.23967 2.7 2.58667;
1547 7.23967 2.7 2.14; 1548 6.773 2.7 3.03333; 1549 6.773 2.7 2.58667;
1550 6.54058 2.48 4.37333; 1551 6.54058 2.48 4.82; 1552 6.54058 2.48 3.92667;
1553 6.54058 2.48 3.48; 1554 6.30816 2.26 4.37333; 1555 6.30816 2.26 4.82;
1556 6.30816 2.26 3.92667; 1557 6.30816 2.26 3.48; 1558 6.07574 2.04 4.37333;
1559 6.07574 2.04 4.82; 1560 6.07574 2.04 3.92667; 1561 6.07574 2.04 3.48;
1562 5.84332 1.82 4.37333; 1563 5.84332 1.82 4.82; 1564 5.84332 1.82 3.92667;
1565 5.84332 1.82 3.48; 1566 5.6109 1.6 4.37333; 1567 5.6109 1.6 4.82;
1568 5.6109 1.6 3.92667; 1569 5.6109 1.6 3.48; 1570 5.37848 1.38 4.37333;
1571 5.37848 1.38 4.82; 1572 5.37848 1.38 3.92667; 1573 5.37848 1.38 3.48;
1574 5.14606 1.16 4.37333; 1575 5.14606 1.16 4.82; 1576 5.14606 1.16 3.92667;
1577 5.14606 1.16 3.48; 1578 4.91364 0.94 4.37333; 1579 4.91364 0.94 4.82;
1580 4.91364 0.94 3.92667; 1581 4.91364 0.94 3.48; 1582 4.68122 0.72 4.37333;
1583 4.68122 0.72 4.82; 1584 4.68122 0.72 3.92667; 1585 4.68122 0.72 3.48;
1586 4.4488 0.5 4.37333; 1587 4.4488 0.5 3.92667; 1588 6.54058 2.89 3.03333;
1589 6.54058 2.89 3.48; 1590 6.54058 2.89 2.58667; 1591 6.54058 2.89 2.14;
1592 6.30816 3.08 3.03333; 1593 6.30816 3.08 3.48; 1594 6.30816 3.08 2.58667;
1595 6.30816 3.08 2.14; 1596 6.07574 3.27 3.03333; 1597 6.07574 3.27 3.48;
1598 6.07574 3.27 2.58667; 1599 6.07574 3.27 2.14; 1600 5.84332 3.46 3.03333;
1601 5.84332 3.46 3.48; 1602 5.84332 3.46 2.58667; 1603 5.84332 3.46 2.14;
1604 5.6109 3.65 3.03333; 1605 5.6109 3.65 3.48; 1606 5.6109 3.65 2.58667;
1607 5.6109 3.65 2.14; 1608 5.37848 3.84 3.03333; 1609 5.37848 3.84 3.48;
1610 5.37848 3.84 2.58667; 1611 5.37848 3.84 2.14; 1612 5.14606 4.03 3.03333;
1613 5.14606 4.03 3.48; 1614 5.14606 4.03 2.58667; 1615 5.14606 4.03 2.14;
1616 4.91364 4.22 3.03333; 1617 4.91364 4.22 3.48; 1618 4.91364 4.22 2.58667;
1619 4.91364 4.22 2.14; 1620 4.68122 4.41 3.03333; 1621 4.68122 4.41 3.48;
1622 4.68122 4.41 2.58667; 1623 4.68122 4.41 2.14; 1624 8.173 0.5 -5;
1625 8.173 0 -5; 1626 8.173 4.6 -5; 1627 8.173 8.1 -5; 1628 2.395 0.5 -5;
1629 2.395 0 -5; 1630 2.395 4.6 -5; 1631 2.395 8.1 -5; 1632 4.011 8.1 -5;
1633 5.627 8.1 -5; 1634 7.243 8.1 -5; 1636 8.173 8.1 -3.4715;
1637 -3.968 8.1 8.311; 1638 -2.61464 8.1 8.95785; 1639 0.047 8.1 10.23;
1640 -1.30639 8.1 9.58314; 1641 2.473 8.1 10.73; 1642 8.173 8.1 10.73;
1643 4.373 8.1 10.73; 1644 6.273 8.1 10.73; 1645 6.653 8.1 10.73;
1646 6.653 8.1 10.33; 1647 6.273 8.1 10.33; 1648 7.033 8.1 10.73;
1649 7.033 8.1 10.33; 1650 7.413 8.1 10.73; 1651 7.413 8.1 10.33;
1652 7.793 8.1 10.73; 1653 7.793 8.1 10.33; 1654 8.173 8.1 10.33;
1655 6.653 8.1 9.93; 1656 6.273 8.1 9.93; 1657 7.033 8.1 9.93;
1658 7.413 8.1 9.93; 1659 7.793 8.1 9.93; 1660 8.173 8.1 9.93;
1661 4.753 8.1 10.73; 1662 4.753 8.1 10.33; 1663 4.373 8.1 10.33;
1664 5.133 8.1 10.73; 1665 5.133 8.1 10.33; 1666 5.513 8.1 10.73;
1667 5.513 8.1 10.33; 1668 5.893 8.1 10.73; 1669 5.893 8.1 10.33;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
1670 4.753 8.1 9.93; 1671 4.373 8.1 9.93; 1672 5.133 8.1 9.93;
1673 5.513 8.1 9.93; 1674 5.893 8.1 9.93; 1675 2.853 8.1 10.73;
1676 2.853 8.1 10.33; 1677 2.473 8.1 10.33; 1678 3.233 8.1 10.73;
1679 3.233 8.1 10.33; 1680 3.613 8.1 10.73; 1681 3.613 8.1 10.33;
1682 3.993 8.1 10.73; 1683 3.993 8.1 10.33; 1684 2.853 8.1 9.93;
1685 2.473 8.1 9.93; 1686 3.233 8.1 9.93; 1687 3.613 8.1 9.93;
1688 3.993 8.1 9.93; 1689 0.5322 8.1 10.33; 1690 0.6202 8.1 10.0633;
1691 0.157 8.1 9.99667; 1692 1.0174 8.1 10.43; 1693 1.0834 8.1 10.13;
1694 1.5026 8.1 10.53; 1695 1.5466 8.1 10.1967; 1696 1.9878 8.1 10.63;
1697 2.0098 8.1 10.2633; 1698 0.7082 8.1 9.79667; 1699 0.267 8.1 9.76333;
1700 1.1494 8.1 9.83; 1701 1.5906 8.1 9.86333; 1702 2.0318 8.1 9.89667;
1703 -0.968043 8.1 9.74485; 1704 -0.858042 8.1 9.51152;
1705 -1.19639 8.1 9.34981; 1706 -0.629695 8.1 9.90657;
1707 -0.519695 8.1 9.67324; 1708 -0.291347 8.1 10.0683;
1709 -0.181347 8.1 9.83495; 1710 -0.748042 8.1 9.27819;
1711 -1.08639 8.1 9.11647; 1712 -0.409695 8.1 9.4399;
1713 -0.0713475 8.1 9.60162; 1714 -2.28758 8.1 9.11417;
1715 -2.17758 8.1 8.88084; 1716 -2.50464 8.1 8.72452;
1717 -1.96052 8.1 9.27049; 1718 -1.85052 8.1 9.03716;
1719 -1.63345 8.1 9.42682; 1720 -1.52345 8.1 9.19348;
1721 -2.06758 8.1 8.64751; 1722 -2.39464 8.1 8.49118;
1723 -1.74051 8.1 8.80383; 1724 -1.41345 8.1 8.96015;
1725 -3.62966 8.1 8.47271; 1726 -3.51966 8.1 8.23938; 1727 -3.858 8.1 8.07767;
1728 -3.29132 8.1 8.63443; 1729 -3.18132 8.1 8.40109;
1730 -2.95298 8.1 8.79614; 1731 -2.84298 8.1 8.5628; 1732 -3.40966 8.1 8.00605;
1733 -3.748 8.1 7.84433; 1734 -3.07132 8.1 8.16776; 1735 -2.73298 8.1 8.32947;
1736 0.267 4.6 9.76333; 1737 -1.08639 4.6 9.11647; 1738 -2.39464 4.6 8.49118;
1739 -3.748 4.6 7.84433; 1740 2.473 4.6 9.93; 1741 4.373 4.6 9.93;
1742 6.273 4.6 9.93; 1743 8.173 4.6 9.93; 1744 -3.968 4.6 8.311;
1745 -3.62966 4.6 8.47271; 1746 -2.61464 4.6 8.95785;
1747 -2.28758 4.6 9.11417; 1748 -1.30639 4.6 9.58314;
1749 -0.968043 4.6 9.74485; 1750 0.047 4.6 10.23; 1751 0.5322 4.6 10.33;
1752 2.473 4.6 10.73; 1753 2.853 4.6 10.73; 1754 4.373 4.6 10.73;
1755 4.753 4.6 10.73; 1756 6.273 4.6 10.73; 1757 6.653 4.6 10.73;
1758 7.033 4.6 10.73; 1759 6.273 4.6 10.33; 1760 7.413 4.6 10.73;
1761 7.793 4.6 10.73; 1762 8.173 4.6 10.73; 1763 8.173 4.6 10.33;
1764 5.133 4.6 10.73; 1765 4.373 4.6 10.33; 1766 5.513 4.6 10.73;
1767 5.893 4.6 10.73; 1768 3.233 4.6 10.73; 1769 2.473 4.6 10.33;
1770 3.613 4.6 10.73; 1771 3.993 4.6 10.73; 1772 1.0174 4.6 10.43;
1773 0.157 4.6 9.99667; 1774 1.5026 4.6 10.53; 1775 1.9878 4.6 10.63;
1776 -0.629695 4.6 9.90657; 1777 -1.19639 4.6 9.34981;
1778 -0.291347 4.6 10.0683; 1779 -1.96052 4.6 9.27049;
1780 -2.50464 4.6 8.72452; 1781 -1.63345 4.6 9.42682;
1782 -3.29132 4.6 8.63443; 1783 -3.858 4.6 8.07767; 1784 -2.95298 4.6 8.79614;
1785 6.653 4.6 10.33; 1786 7.033 4.6 10.33; 1787 7.413 4.6 10.33;
1788 7.793 4.6 10.33; 1789 6.653 4.6 9.93; 1790 7.033 4.6 9.93;
1791 7.413 4.6 9.93; 1792 7.793 4.6 9.93; 1793 4.753 4.6 10.33;
1794 5.133 4.6 10.33; 1795 5.513 4.6 10.33; 1796 5.893 4.6 10.33;
1797 4.753 4.6 9.93; 1798 5.133 4.6 9.93; 1799 5.513 4.6 9.93;
1800 5.893 4.6 9.93; 1801 2.853 4.6 10.33; 1802 3.233 4.6 10.33;
1803 3.613 4.6 10.33; 1804 3.993 4.6 10.33; 1805 2.853 4.6 9.93;
1806 3.233 4.6 9.93; 1807 3.613 4.6 9.93; 1808 3.993 4.6 9.93;
1809 0.6202 4.6 10.0633; 1810 1.0834 4.6 10.13; 1811 1.5466 4.6 10.1967;
1812 2.0098 4.6 10.2633; 1813 0.7082 4.6 9.79667; 1814 1.1494 4.6 9.83;
1815 1.5906 4.6 9.86333; 1816 2.0318 4.6 9.89667; 1817 -0.858042 4.6 9.51152;
1818 -0.519695 4.6 9.67324; 1819 -0.181347 4.6 9.83495;
1820 -0.748042 4.6 9.27819; 1821 -0.409695 4.6 9.4399;
1822 -0.0713475 4.6 9.60162; 1823 -2.17758 4.6 8.88084;
1824 -1.85052 4.6 9.03716; 1825 -1.52345 4.6 9.19348;
1826 -2.06758 4.6 8.64751; 1827 -1.74051 4.6 8.80383;
1828 -1.41345 4.6 8.96015; 1829 -3.51966 4.6 8.23938;
1830 -3.18132 4.6 8.40109; 1831 -2.84298 4.6 8.5628; 1832 -3.40966 4.6 8.00605;
1833 -3.07132 4.6 8.16776; 1834 -2.73298 4.6 8.32947; 1835 4.011 4.6 -5;
1836 5.627 4.6 -5; 1837 7.243 4.6 -5; 1838 8.173 4.6 -3.4715;
1839 1.80023 8.1 -0.384615; 1840 1.39623 8.1 -0.384615;
1841 1.98446 8.1 -0.769231; 1842 1.58046 8.1 -0.769231;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
1843 2.16869 8.1 -1.15385; 1844 1.76469 8.1 -1.15385;
1845 2.35292 8.1 -1.53846; 1846 1.94892 8.1 -1.53846;
1847 2.53715 8.1 -1.92308; 1848 2.13315 8.1 -1.92308;
1849 2.72139 8.1 -2.30769; 1850 2.31738 8.1 -2.30769;
1851 2.90562 8.1 -2.69231; 1852 2.50162 8.1 -2.69231;
1853 3.08985 8.1 -3.07692; 1854 2.68585 8.1 -3.07692;
1855 3.27408 8.1 -3.46154; 1856 2.87008 8.1 -3.46154;
1857 3.45831 8.1 -3.84615; 1858 3.05431 8.1 -3.84615;
1859 3.64254 8.1 -4.23077; 1860 3.23854 8.1 -4.23077;
1861 3.82677 8.1 -4.61539; 1862 3.42277 8.1 -4.61539; 1863 3.607 8.1 -5;
1864 0.992231 8.1 -0.384615; 1865 1.17646 8.1 -0.769231;
1866 1.36069 8.1 -1.15385; 1867 1.54492 8.1 -1.53846;
1868 1.72915 8.1 -1.92308; 1869 1.91338 8.1 -2.30769;
1870 2.09762 8.1 -2.69231; 1871 2.28185 8.1 -3.07692;
1872 2.46608 8.1 -3.46154; 1873 2.65031 8.1 -3.84615;
1874 2.83454 8.1 -4.23077; 1875 3.01877 8.1 -4.61539; 1876 3.203 8.1 -5;
1877 0.588231 8.1 -0.384615; 1878 0.772462 8.1 -0.769231;
1879 0.956692 8.1 -1.15385; 1880 1.14092 8.1 -1.53846;
1881 1.32515 8.1 -1.92308; 1882 1.50938 8.1 -2.30769;
1883 1.69362 8.1 -2.69231; 1884 1.87785 8.1 -3.07692;
1885 2.06208 8.1 -3.46154; 1886 2.24631 8.1 -3.84615;
1887 2.43054 8.1 -4.23077; 1888 2.61477 8.1 -4.61539; 1889 2.799 8.1 -5;
1890 0.184231 8.1 -0.384615; 1891 0.368462 8.1 -0.769231;
1892 0.552692 8.1 -1.15385; 1893 0.736923 8.1 -1.53846;
1894 0.921154 8.1 -1.92308; 1895 1.10538 8.1 -2.30769;
1896 1.28962 8.1 -2.69231; 1897 1.47385 8.1 -3.07692;
1898 1.65808 8.1 -3.46154; 1899 1.84231 8.1 -3.84615;
1900 2.02654 8.1 -4.23077; 1901 2.21077 8.1 -4.61539;
1902 3.41623 8.1 -0.384615; 1903 3.01223 8.1 -0.384615;
1904 3.60046 8.1 -0.769231; 1905 3.19646 8.1 -0.769231;
1906 3.78469 8.1 -1.15385; 1907 3.38069 8.1 -1.15385;
1908 3.96892 8.1 -1.53846; 1909 3.56492 8.1 -1.53846;
1910 4.15315 8.1 -1.92308; 1911 3.74915 8.1 -1.92308;
1912 4.33738 8.1 -2.30769; 1913 3.93338 8.1 -2.30769;
1914 4.52162 8.1 -2.69231; 1915 4.11762 8.1 -2.69231;
1916 4.70585 8.1 -3.07692; 1917 4.30185 8.1 -3.07692;
1918 4.89008 8.1 -3.46154; 1919 4.48608 8.1 -3.46154;
1920 5.07431 8.1 -3.84615; 1921 4.67031 8.1 -3.84615;
1922 5.25854 8.1 -4.23077; 1923 4.85454 8.1 -4.23077;
1924 5.44277 8.1 -4.61539; 1925 5.03877 8.1 -4.61539; 1926 5.223 8.1 -5;
1927 2.60823 8.1 -0.384615; 1928 2.79246 8.1 -0.769231;
1929 2.97669 8.1 -1.15385; 1930 3.16092 8.1 -1.53846;
1931 3.34515 8.1 -1.92308; 1932 3.52938 8.1 -2.30769;
1933 3.71362 8.1 -2.69231; 1934 3.89785 8.1 -3.07692;
1935 4.08208 8.1 -3.46154; 1936 4.26631 8.1 -3.84615;
1937 4.45054 8.1 -4.23077; 1938 4.63477 8.1 -4.61539; 1939 4.819 8.1 -5;
1940 2.20423 8.1 -0.384615; 1941 2.38846 8.1 -0.769231;
1942 2.57269 8.1 -1.15385; 1943 2.75692 8.1 -1.53846;
1944 2.94115 8.1 -1.92308; 1945 3.12538 8.1 -2.30769;
1946 3.30962 8.1 -2.69231; 1947 3.49385 8.1 -3.07692;
1948 3.67808 8.1 -3.46154; 1949 3.86231 8.1 -3.84615;
1950 4.04654 8.1 -4.23077; 1951 4.23077 8.1 -4.61539; 1952 4.415 8.1 -5;
1953 5.03223 8.1 -0.384615; 1954 4.62823 8.1 -0.384615;
1955 5.21646 8.1 -0.769231; 1956 4.81246 8.1 -0.769231;
1957 5.40069 8.1 -1.15385; 1958 4.99669 8.1 -1.15385;
1959 5.58492 8.1 -1.53846; 1960 5.18092 8.1 -1.53846;
1961 5.76915 8.1 -1.92308; 1962 5.36515 8.1 -1.92308;
1963 5.95338 8.1 -2.30769; 1964 5.54938 8.1 -2.30769;
1965 6.13762 8.1 -2.69231; 1966 5.73362 8.1 -2.69231;
1967 6.32185 8.1 -3.07692; 1968 5.91785 8.1 -3.07692;
1969 6.50608 8.1 -3.46154; 1970 6.10208 8.1 -3.46154;
1971 6.69031 8.1 -3.84615; 1972 6.28631 8.1 -3.84615;
1973 6.87454 8.1 -4.23077; 1974 6.47054 8.1 -4.23077;
1975 7.05877 8.1 -4.61539; 1976 6.65477 8.1 -4.61539; 1977 6.839 8.1 -5;
1978 4.22423 8.1 -0.384615; 1979 4.40846 8.1 -0.769231;
1980 4.59269 8.1 -1.15385; 1981 4.77692 8.1 -1.53846;
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
1982 4.96115 8.1 -1.92308; 1983 5.14538 8.1 -2.30769;
1984 5.32962 8.1 -2.69231; 1985 5.51385 8.1 -3.07692;
1986 5.69808 8.1 -3.46154; 1987 5.88231 8.1 -3.84615;
1988 6.06654 8.1 -4.23077; 1989 6.25077 8.1 -4.61539; 1990 6.435 8.1 -5;
1991 3.82023 8.1 -0.384615; 1992 4.00446 8.1 -0.769231;
1993 4.18869 8.1 -1.15385; 1994 4.37292 8.1 -1.53846;
1995 4.55715 8.1 -1.92308; 1996 4.74138 8.1 -2.30769;
1997 4.92562 8.1 -2.69231; 1998 5.10985 8.1 -3.07692;
1999 5.29408 8.1 -3.46154; 2000 5.47831 8.1 -3.84615;
2001 5.66254 8.1 -4.23077; 2002 5.84677 8.1 -4.61539; 2003 6.031 8.1 -5;
2004 6.63838 8.1 -0.267038; 2005 6.31715 8.1 -0.290554;
2006 6.76627 8.1 -0.534077; 2007 6.45631 8.1 -0.581108;
2008 6.89415 8.1 -0.801115; 2009 6.59546 8.1 -0.871662;
2010 7.02204 8.1 -1.06815; 2011 6.73462 8.1 -1.16222;
2012 7.14992 8.1 -1.33519; 2013 6.87377 8.1 -1.45277;
2014 7.27781 8.1 -1.60223; 2015 7.01292 8.1 -1.74332;
2016 7.40569 8.1 -1.86927; 2017 7.15208 8.1 -2.03388;
2018 7.53358 8.1 -2.13631; 2019 7.29123 8.1 -2.32443;
2020 7.66146 8.1 -2.40335; 2021 7.43039 8.1 -2.61498;
2022 7.78935 8.1 -2.67038; 2023 7.56954 8.1 -2.90554;
2024 7.91723 8.1 -2.93742; 2025 7.70869 8.1 -3.19609;
2026 8.04512 8.1 -3.20446; 2027 7.84785 8.1 -3.48665; 2028 7.987 8.1 -3.7772;
2029 5.99592 8.1 -0.314069; 2030 6.14635 8.1 -0.628138;
2031 6.29677 8.1 -0.942208; 2032 6.44719 8.1 -1.25628;
2033 6.59762 8.1 -1.57035; 2034 6.74804 8.1 -1.88442;
2035 6.89846 8.1 -2.19848; 2036 7.04888 8.1 -2.51255;
2037 7.19931 8.1 -2.82662; 2038 7.34973 8.1 -3.14069;
2039 7.50015 8.1 -3.45476; 2040 7.65058 8.1 -3.76883; 2041 7.801 8.1 -4.0829;
2042 5.67469 8.1 -0.337585; 2043 5.83638 8.1 -0.675169;
2044 5.99808 8.1 -1.01275; 2045 6.15977 8.1 -1.35034;
2046 6.32146 8.1 -1.68792; 2047 6.48315 8.1 -2.02551;
2048 6.64485 8.1 -2.36309; 2049 6.80654 8.1 -2.70068;
2050 6.96823 8.1 -3.03826; 2051 7.12992 8.1 -3.37585;
2052 7.29162 8.1 -3.71343; 2053 7.45331 8.1 -4.05102; 2054 7.615 8.1 -4.3886;
2055 5.35346 8.1 -0.3611; 2056 5.52642 8.1 -0.7222; 2057 5.69938 8.1 -1.0833;
2058 5.87235 8.1 -1.4444; 2059 6.04531 8.1 -1.8055; 2060 6.21827 8.1 -2.1666;
2061 6.39123 8.1 -2.5277; 2062 6.56419 8.1 -2.8888; 2063 6.73715 8.1 -3.2499;
2064 6.91012 8.1 -3.611; 2065 7.08308 8.1 -3.9721; 2066 7.25604 8.1 -4.3332;
2067 7.429 8.1 -4.6943; 2068 8.173 8.1 -1.5; 2069 6.94531 8.1 -0.263631;
2070 7.25223 8.1 -0.260223; 2071 7.55915 8.1 -0.256815;
2072 7.86608 8.1 -0.253408; 2073 8.173 8.1 -0.25; 2074 7.04762 8.1 -0.527262;
2075 7.32896 8.1 -0.520446; 2076 7.61031 8.1 -0.513631;
2077 7.89165 8.1 -0.506815; 2078 8.173 8.1 -0.5; 2079 7.14992 8.1 -0.790892;
2080 7.40569 8.1 -0.780669; 2081 7.66146 8.1 -0.770446;
2082 7.91723 8.1 -0.760223; 2083 8.173 8.1 -0.75; 2084 7.25223 8.1 -1.05452;
2085 7.48242 8.1 -1.04089; 2086 7.71262 8.1 -1.02726;
2087 7.94281 8.1 -1.01363; 2088 8.173 8.1 -1; 2089 7.35454 8.1 -1.31815;
2090 7.55915 8.1 -1.30112; 2091 7.76377 8.1 -1.28408;
2092 7.96838 8.1 -1.26704; 2093 8.173 8.1 -1.25; 2094 7.45685 8.1 -1.58178;
2095 7.63588 8.1 -1.56134; 2096 7.81492 8.1 -1.54089;
2097 7.99396 8.1 -1.52045; 2098 7.98359 8.1 -1.69555;
2099 7.90666 8.1 -1.99272; 2100 7.83021 8.1 -1.80905;
2101 7.92956 8.1 -2.51991; 2102 7.92142 8.1 -2.32182; 2103 8.173 8.1 -2.34493;
2104 8.173 8.1 -2.06329; 2105 8.02521 8.1 -2.7567; 2106 8.173 8.1 -2.62657;
2107 8.173 8.1 -2.90821; 2108 8.173 8.1 -3.18986; 2109 7.71485 8.1 -2.22844;
2110 8.173 8.1 -1.78164; 2111 7.63792 8.1 -1.89458; 2112 7.50747 8.1 -1.72929;
2113 7.72742 8.1 -2.04231; 2114 7.89056 8.1 -4.49051; 2115 8.173 8.1 -4.6943;
2116 7.84759 8.1 -4.71653; 2117 7.62189 8.1 -4.79621; 2118 7.863 8.1 -5;
2119 8.173 8.1 -3.7772; 2120 7.553 8.1 -5; 2121 8.173 8.1 -4.3886;
2122 7.95485 8.1 -4.32068; 2123 8.173 8.1 -4.0829; 2124 1.80023 4.6 -0.384615;
2125 1.39623 4.6 -0.384615; 2126 1.98446 4.6 -0.769231;
2127 1.58046 4.6 -0.769231; 2128 2.16869 4.6 -1.15385;
2129 1.76469 4.6 -1.15385; 2130 2.35292 4.6 -1.53846;
2131 1.94892 4.6 -1.53846; 2132 2.53715 4.6 -1.92308;
2133 2.13315 4.6 -1.92308; 2134 2.72139 4.6 -2.30769;
2135 2.31738 4.6 -2.30769; 2136 2.90562 4.6 -2.69231;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
2137 2.50162 4.6 -2.69231; 2138 3.08985 4.6 -3.07692;
2139 2.68585 4.6 -3.07692; 2140 3.27408 4.6 -3.46154;
2141 2.87008 4.6 -3.46154; 2142 3.45831 4.6 -3.84615;
2143 3.05431 4.6 -3.84615; 2144 3.64254 4.6 -4.23077;
2145 3.23854 4.6 -4.23077; 2146 3.82677 4.6 -4.61539;
2147 3.42277 4.6 -4.61539; 2148 3.607 4.6 -5; 2149 0.992231 4.6 -0.384615;
2150 1.17646 4.6 -0.769231; 2151 1.36069 4.6 -1.15385;
2152 1.54492 4.6 -1.53846; 2153 1.72915 4.6 -1.92308;
2154 1.91338 4.6 -2.30769; 2155 2.09762 4.6 -2.69231;
2156 2.28185 4.6 -3.07692; 2157 2.46608 4.6 -3.46154;
2158 2.65031 4.6 -3.84615; 2159 2.83454 4.6 -4.23077;
2160 3.01877 4.6 -4.61539; 2161 3.203 4.6 -5; 2162 0.588231 4.6 -0.384615;
2163 0.772462 4.6 -0.769231; 2164 0.956692 4.6 -1.15385;
2165 1.14092 4.6 -1.53846; 2166 1.32515 4.6 -1.92308;
2167 1.50938 4.6 -2.30769; 2168 1.69362 4.6 -2.69231;
2169 1.87785 4.6 -3.07692; 2170 2.06208 4.6 -3.46154;
2171 2.24631 4.6 -3.84615; 2172 2.43054 4.6 -4.23077;
2173 2.61477 4.6 -4.61539; 2174 2.799 4.6 -5; 2175 0.184231 4.6 -0.384615;
2176 0.368462 4.6 -0.769231; 2177 0.552692 4.6 -1.15385;
2178 0.736923 4.6 -1.53846; 2179 0.921154 4.6 -1.92308;
2180 1.10538 4.6 -2.30769; 2181 1.28962 4.6 -2.69231;
2182 1.47385 4.6 -3.07692; 2183 1.65808 4.6 -3.46154;
2184 1.84231 4.6 -3.84615; 2185 2.02654 4.6 -4.23077;
2186 2.21077 4.6 -4.61539; 2187 3.41623 4.6 -0.384615;
2188 3.01223 4.6 -0.384615; 2189 3.60046 4.6 -0.769231;
2190 3.19646 4.6 -0.769231; 2191 3.78469 4.6 -1.15385;
2192 3.38069 4.6 -1.15385; 2193 3.96892 4.6 -1.53846;
2194 3.56492 4.6 -1.53846; 2195 4.15315 4.6 -1.92308;
2196 3.74915 4.6 -1.92308; 2197 4.33738 4.6 -2.30769;
2198 3.93338 4.6 -2.30769; 2199 4.52162 4.6 -2.69231;
2200 4.11762 4.6 -2.69231; 2201 4.70585 4.6 -3.07692;
2202 4.30185 4.6 -3.07692; 2203 4.89008 4.6 -3.46154;
2204 4.48608 4.6 -3.46154; 2205 5.07431 4.6 -3.84615;
2206 4.67031 4.6 -3.84615; 2207 5.25854 4.6 -4.23077;
2208 4.85454 4.6 -4.23077; 2209 5.44277 4.6 -4.61539;
2210 5.03877 4.6 -4.61539; 2211 5.223 4.6 -5; 2212 2.60823 4.6 -0.384615;
2213 2.79246 4.6 -0.769231; 2214 2.97669 4.6 -1.15385;
2215 3.16092 4.6 -1.53846; 2216 3.34515 4.6 -1.92308;
2217 3.52938 4.6 -2.30769; 2218 3.71362 4.6 -2.69231;
2219 3.89785 4.6 -3.07692; 2220 4.08208 4.6 -3.46154;
2221 4.26631 4.6 -3.84615; 2222 4.45054 4.6 -4.23077;
2223 4.63477 4.6 -4.61539; 2224 4.819 4.6 -5; 2225 2.20423 4.6 -0.384615;
2226 2.38846 4.6 -0.769231; 2227 2.57269 4.6 -1.15385;
2228 2.75692 4.6 -1.53846; 2229 2.94115 4.6 -1.92308;
2230 3.12538 4.6 -2.30769; 2231 3.30962 4.6 -2.69231;
2232 3.49385 4.6 -3.07692; 2233 3.67808 4.6 -3.46154;
2234 3.86231 4.6 -3.84615; 2235 4.04654 4.6 -4.23077;
2236 4.23077 4.6 -4.61539; 2237 4.415 4.6 -5; 2238 5.03223 4.6 -0.384615;
2239 4.62823 4.6 -0.384615; 2240 5.21646 4.6 -0.769231;
2241 4.81246 4.6 -0.769231; 2242 5.40069 4.6 -1.15385;
2243 4.99669 4.6 -1.15385; 2244 5.58492 4.6 -1.53846;
2245 5.18092 4.6 -1.53846; 2246 5.76915 4.6 -1.92308;
2247 5.36515 4.6 -1.92308; 2248 5.95338 4.6 -2.30769;
2249 5.54938 4.6 -2.30769; 2250 6.13762 4.6 -2.69231;
2251 5.73362 4.6 -2.69231; 2252 6.32185 4.6 -3.07692;
2253 5.91785 4.6 -3.07692; 2254 6.50608 4.6 -3.46154;
2255 6.10208 4.6 -3.46154; 2256 6.69031 4.6 -3.84615;
2257 6.28631 4.6 -3.84615; 2258 6.87454 4.6 -4.23077;
2259 6.47054 4.6 -4.23077; 2260 7.05877 4.6 -4.61539;
2261 6.65477 4.6 -4.61539; 2262 6.839 4.6 -5; 2263 4.22423 4.6 -0.384615;
2264 4.40846 4.6 -0.769231; 2265 4.59269 4.6 -1.15385;
2266 4.77692 4.6 -1.53846; 2267 4.96115 4.6 -1.92308;
2268 5.14538 4.6 -2.30769; 2269 5.32962 4.6 -2.69231;
2270 5.51385 4.6 -3.07692; 2271 5.69808 4.6 -3.46154;
2272 5.88231 4.6 -3.84615; 2273 6.06654 4.6 -4.23077;
2274 6.25077 4.6 -4.61539; 2275 6.435 4.6 -5; 2276 3.82023 4.6 -0.384615;
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
2277 4.00446 4.6 -0.769231; 2278 4.18869 4.6 -1.15385;
2279 4.37292 4.6 -1.53846; 2280 4.55715 4.6 -1.92308;
2281 4.74138 4.6 -2.30769; 2282 4.92562 4.6 -2.69231;
2283 5.10985 4.6 -3.07692; 2284 5.29408 4.6 -3.46154;
2285 5.47831 4.6 -3.84615; 2286 5.66254 4.6 -4.23077;
2287 5.84677 4.6 -4.61539; 2288 6.031 4.6 -5; 2289 6.63838 4.6 -0.267039;
2290 6.31715 4.6 -0.290554; 2291 6.76627 4.6 -0.534077;
2292 6.45631 4.6 -0.581108; 2293 6.89415 4.6 -0.801115;
2294 6.59546 4.6 -0.871662; 2295 7.02204 4.6 -1.06815;
2296 6.73462 4.6 -1.16222; 2297 7.14992 4.6 -1.33519;
2298 6.87377 4.6 -1.45277; 2299 7.27781 4.6 -1.60223;
2300 7.01292 4.6 -1.74332; 2301 7.40569 4.6 -1.86927;
2302 7.15208 4.6 -2.03388; 2303 7.53358 4.6 -2.13631;
2304 7.29123 4.6 -2.32443; 2305 7.66146 4.6 -2.40335;
2306 7.43039 4.6 -2.61498; 2307 7.78935 4.6 -2.67038;
2308 7.56954 4.6 -2.90554; 2309 7.91723 4.6 -2.93742;
2310 7.70869 4.6 -3.19609; 2311 8.04512 4.6 -3.20446;
2312 7.84785 4.6 -3.48665; 2313 7.987 4.6 -3.7772; 2314 5.99592 4.6 -0.314069;
2315 6.14635 4.6 -0.628138; 2316 6.29677 4.6 -0.942208;
2317 6.44719 4.6 -1.25628; 2318 6.59762 4.6 -1.57035;
2319 6.74804 4.6 -1.88442; 2320 6.89846 4.6 -2.19848;
2321 7.04888 4.6 -2.51255; 2322 7.19931 4.6 -2.82662;
2323 7.34973 4.6 -3.14069; 2324 7.50015 4.6 -3.45476;
2325 7.65058 4.6 -3.76883; 2326 7.801 4.6 -4.0829; 2327 5.67469 4.6 -0.337585;
2328 5.83638 4.6 -0.675169; 2329 5.99808 4.6 -1.01275;
2330 6.15977 4.6 -1.35034; 2331 6.32146 4.6 -1.68792;
2332 6.48315 4.6 -2.02551; 2333 6.64485 4.6 -2.36309;
2334 6.80654 4.6 -2.70068; 2335 6.96823 4.6 -3.03826;
2336 7.12992 4.6 -3.37585; 2337 7.29162 4.6 -3.71343;
2338 7.45331 4.6 -4.05102; 2339 7.615 4.6 -4.3886; 2340 5.35346 4.6 -0.3611;
2341 5.52642 4.6 -0.7222; 2342 5.69938 4.6 -1.0833; 2343 5.87235 4.6 -1.4444;
2344 6.04531 4.6 -1.8055; 2345 6.21827 4.6 -2.1666; 2346 6.39123 4.6 -2.5277;
2347 6.56419 4.6 -2.8888; 2348 6.73715 4.6 -3.2499; 2349 6.91012 4.6 -3.611;
2350 7.08308 4.6 -3.9721; 2351 7.25604 4.6 -4.3332; 2352 7.429 4.6 -4.6943;
2353 6.94531 4.6 -0.263631; 2354 7.25223 4.6 -0.260223;
2355 7.55915 4.6 -0.256815; 2356 7.86608 4.6 -0.253408; 2357 8.173 4.6 -0.25;
2358 7.04762 4.6 -0.527262; 2359 7.32896 4.6 -0.520446;
2360 7.61031 4.6 -0.513631; 2361 7.89165 4.6 -0.506815; 2362 8.173 4.6 -0.5;
2363 7.14992 4.6 -0.790892; 2364 7.40569 4.6 -0.780669;
2365 7.66146 4.6 -0.770446; 2366 7.91723 4.6 -0.760223; 2367 8.173 4.6 -0.75;
2368 7.25223 4.6 -1.05452; 2369 7.48242 4.6 -1.04089;
2370 7.71262 4.6 -1.02726; 2371 7.94281 4.6 -1.01363; 2372 8.173 4.6 -1;
2373 7.35454 4.6 -1.31815; 2374 7.55915 4.6 -1.30112;
2375 7.76377 4.6 -1.28408; 2376 7.96838 4.6 -1.26704; 2377 8.173 4.6 -1.25;
2378 7.45685 4.6 -1.58178; 2379 7.63588 4.6 -1.56134;
2380 7.81492 4.6 -1.54089; 2381 7.99396 4.6 -1.52045; 2382 8.173 4.6 -1.5;
2383 7.98359 4.6 -1.69555; 2384 7.90666 4.6 -1.99272;
2385 7.83021 4.6 -1.80905; 2386 7.92956 4.6 -2.51991;
2387 7.92142 4.6 -2.32182; 2388 8.173 4.6 -2.34493; 2389 8.173 4.6 -2.06329;
2390 8.02521 4.6 -2.7567; 2391 8.173 4.6 -2.62657; 2392 8.173 4.6 -2.90821;
2393 8.173 4.6 -3.18986; 2394 7.71485 4.6 -2.22844; 2395 8.173 4.6 -1.78164;
2396 7.63792 4.6 -1.89458; 2397 7.50747 4.6 -1.72929;
2398 7.72742 4.6 -2.04231; 2399 7.89056 4.6 -4.49051; 2400 8.173 4.6 -4.6943;
2401 7.84759 4.6 -4.71653; 2402 7.62189 4.6 -4.79621; 2403 7.863 4.6 -5;
2404 8.173 4.6 -3.7772; 2405 7.553 4.6 -5; 2406 8.173 4.6 -4.3886;
2407 7.95485 4.6 -4.32068; 2408 8.173 4.6 -4.0829; 2409 2.473 8.1 11.53;
2410 8.173 8.1 11.53; 2411 0.5322 8.1 10.49; 2412 1.0174 8.1 10.75;
2413 1.5026 8.1 11.01; 2414 1.9878 8.1 11.27; 2415 2.473 8.1 11.13;
2416 1.9878 8.1 10.95; 2417 1.5026 8.1 10.77; 2418 1.0174 8.1 10.59;
2419 2.853 8.1 11.53; 2420 2.853 8.1 11.13; 2421 3.233 8.1 11.53;
2422 3.233 8.1 11.13; 2423 3.613 8.1 11.53; 2424 3.613 8.1 11.13;
2425 3.993 8.1 11.53; 2426 3.993 8.1 11.13; 2427 4.373 8.1 11.53;
2428 4.373 8.1 11.13; 2429 4.753 8.1 11.53; 2430 4.753 8.1 11.13;
2431 5.133 8.1 11.53; 2432 5.133 8.1 11.13; 2433 5.513 8.1 11.53;
2434 5.513 8.1 11.13; 2435 5.893 8.1 11.53; 2436 5.893 8.1 11.13;
2437 6.273 8.1 11.53; 2438 6.273 8.1 11.13; 2439 6.653 8.1 11.53;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
2440 6.653 8.1 11.13; 2441 7.033 8.1 11.53; 2442 7.033 8.1 11.13;
2443 7.413 8.1 11.53; 2444 7.413 8.1 11.13; 2445 7.793 8.1 11.53;
2446 7.793 8.1 11.13; 2447 8.173 8.1 11.13; 2448 2.473 4.59999 11.13;
2449 8.173 4.59999 11.13; 2450 2.473 4.59999 11.53; 2451 2.853 4.59999 11.53;
2452 0.5322 4.59999 10.49; 2453 1.0174 4.59999 10.75;
2454 1.5026 4.59999 11.01; 2455 1.9878 4.59999 11.27; 2456 3.233 4.59999 11.53;
2457 3.613 4.59999 11.53; 2458 3.993 4.59999 11.53; 2459 4.373 4.59999 11.53;
2460 4.753 4.59999 11.53; 2461 5.133 4.59999 11.53; 2462 5.513 4.59999 11.53;
2463 5.893 4.59999 11.53; 2464 6.273 4.59999 11.53; 2465 6.653 4.59999 11.53;
2466 7.033 4.59999 11.53; 2467 7.413 4.59999 11.53; 2468 7.793 4.59999 11.53;
2469 8.173 4.59999 11.53; 2470 4.373 4.59999 11.13; 2471 6.273 4.59999 11.13;
2472 1.9878 4.59999 10.95; 2473 1.5026 4.59999 10.77;
2474 1.0174 4.59999 10.59; 2475 2.853 4.59999 11.13; 2476 3.233 4.59999 11.13;
2477 3.613 4.59999 11.13; 2478 3.993 4.59999 11.13; 2479 4.753 4.59999 11.13;
2480 5.133 4.59999 11.13; 2481 5.513 4.59999 11.13; 2482 5.893 4.59999 11.13;
2483 6.653 4.59999 11.13; 2484 7.033 4.59999 11.13; 2485 7.413 4.59999 11.13;
2486 7.793 4.59999 11.13; 2487 6.773 0 4.82; 2488 6.773 0 2.14;
2489 3.67491 4.6 3.03333; 2490 3.67491 8.1 3.03333;
MEMBER INCIDENCES
1 73 64; 2 69 57; 5 70 58; 10 78 69; 13 82 73; 14 79 70; 25 78 615; 26 82 1439;
32 96 97; 33 98 1519; 34 99 100; 35 101 99; 36 102 103; 37 104 102; 38 105 106;
39 107 105; 40 107 516; 41 104 448; 42 101 162; 43 98 124; 44 107 518;
45 104 360; 46 108 571; 47 108 109; 48 109 110; 50 112 660; 51 112 349;
52 108 567; 53 113 462; 54 114 513; 55 115 353; 56 116 416; 59 117 654;
60 118 692; 63 119 290; 65 120 286; 66 121 223; 67 122 227; 68 123 153;
69 122 229; 71 124 1440; 73 126 683; 74 126 736; 75 127 1458; 76 120 741;
77 112 128; 78 128 129; 79 130 1220; 80 132 1392; 81 134 1121; 82 136 1053;
83 138 767; 84 139 1468; 85 134 1123; 86 136 965; 87 141 1176; 88 142 1265;
89 142 954; 90 141 1172; 91 135 1067; 92 145 1118; 93 146 958; 94 147 1021;
97 131 1259; 98 148 1297; 101 137 895; 103 144 891; 104 150 828; 105 149 832;
106 151 758; 107 149 834; 109 140 1393; 110 143 1288; 111 143 1340;
112 152 1411; 113 144 1345; 114 130 78; 115 141 108; 116 134 107; 117 136 104;
118 142 112; 119 132 82; 120 133 79; 121 139 98; 122 138 101; 130 153 156;
133 156 158; 135 158 160; 137 160 101; 139 162 168; 146 168 174; 153 174 180;
160 180 186; 167 186 192; 174 192 198; 181 198 204; 188 204 210; 195 210 216;
202 216 222; 209 222 98; 211 223 224; 213 224 225; 215 225 226; 217 226 98;
220 227 230; 221 229 237; 223 230 232; 225 232 234; 227 234 123; 230 237 242;
236 242 247; 242 247 252; 248 252 257; 254 257 262; 260 262 267; 266 267 272;
272 272 277; 278 277 282; 284 282 120; 290 286 287; 292 287 288; 294 288 289;
296 289 121; 299 290 293; 302 293 295; 304 295 297; 306 297 122; 369 349 350;
371 350 351; 373 351 352; 375 352 120; 379 353 356; 382 356 358; 384 358 104;
386 360 365; 392 365 370; 398 370 375; 404 375 380; 410 380 385; 416 385 390;
422 390 395; 428 395 400; 434 400 405; 440 405 410; 446 410 415; 452 415 112;
454 416 417; 456 417 418; 458 418 112; 483 448 455; 488 454 119; 491 455 461;
509 461 454; 571 462 465; 574 465 467; 576 467 115; 634 513 514; 636 514 515;
638 515 116; 641 516 519; 642 518 524; 644 519 521; 646 521 113; 649 524 528;
654 528 532; 659 532 536; 664 536 540; 669 540 544; 674 544 548; 679 548 552;
684 552 556; 689 556 560; 694 560 564; 699 564 108; 704 567 568; 706 568 569;
708 569 114; 711 571 576; 717 576 581; 723 581 586; 729 586 591; 735 591 596;
741 596 601; 747 601 606; 753 606 611; 759 611 78; 765 615 616; 767 616 617;
769 617 117; 818 654 655; 820 655 656; 822 656 118; 829 660 664; 834 664 668;
839 668 672; 844 672 676; 849 676 126; 859 683 687; 864 687 691; 869 691 82;
871 692 693; 873 693 694; 875 694 82; 882 696 753; 932 736 127; 944 741 746;
950 746 696; 959 753 756; 962 756 127; 976 758 761; 979 761 763; 981 763 765;
983 765 138; 985 767 773; 992 773 779; 999 779 785; 1006 785 791; 1013 791 797;
1020 797 803; 1027 803 809; 1034 809 815; 1041 815 821; 1048 821 827;
1055 827 139; 1057 828 829; 1059 829 830; 1061 830 831; 1063 831 139;
1066 832 835; 1067 834 842; 1069 835 837; 1071 837 839; 1073 839 151;
1076 842 847; 1082 847 852; 1088 852 857; 1094 857 862; 1100 862 867;
1106 867 872; 1112 872 877; 1118 877 882; 1124 882 887; 1130 887 144;
1136 891 892; 1138 892 893; 1140 893 894; 1142 894 150; 1145 895 898;
1148 898 900; 1150 900 902; 1152 902 149; 1215 954 955; 1217 955 956;
1219 956 957; 1221 957 144; 1224 958 961; 1227 961 963; 1229 963 136;
1231 965 970; 1237 970 975; 1243 975 980; 1249 980 985; 1255 985 990;
1261 990 995; 1267 995 1000; 1273 1000 1005; 1279 1005 1010; 1285 1010 1015;
1291 1015 1020; 1297 1020 142; 1299 1021 1022; 1301 1022 1023; 1303 1023 142;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
1328 1053 1060; 1333 1059 137; 1336 1060 1066; 1354 1066 1059; 1416 1067 1070;
1419 1070 1072; 1421 1072 146; 1479 1118 1119; 1481 1119 1120; 1483 1120 147;
1486 1121 1124; 1487 1123 1129; 1489 1124 1126; 1491 1126 135; 1494 1129 1133;
1499 1133 1137; 1504 1137 1141; 1509 1141 1145; 1514 1145 1149; 1519 1149 1153;
1524 1153 1157; 1529 1157 1161; 1534 1161 1165; 1539 1165 1169; 1544 1169 141;
1549 1172 1173; 1551 1173 1174; 1553 1174 145; 1556 1176 1181; 1562 1181 1186;
1568 1186 1191; 1574 1191 1196; 1580 1196 1201; 1586 1201 1206; 1592 1206 1211;
1598 1211 1216; 1604 1216 130; 1610 1220 1221; 1612 1221 1222; 1614 1222 131;
1662 1259 1260; 1664 1260 1261; 1666 1261 148; 1672 1265 1269; 1677 1269 1273;
1682 1273 1277; 1687 1277 1281; 1692 1281 143; 1701 1288 1292; 1706 1292 1296;
1711 1296 132; 1713 1297 1298; 1715 1298 1299; 1717 1299 132; 1769 1340 152;
1780 1345 1350; 1786 1350 1355; 1792 1355 1358; 1795 1358 1361; 1798 1361 152;
1811 1363 1412; 1812 1364 1365; 1817 1365 133; 1819 1368 133; 1822 1371 1368;
1825 1374 1371; 1828 1377 1374; 1831 1380 1377; 1834 1383 1380; 1837 1386 1383;
1840 1389 1386; 1843 1392 1389; 1847 1393 1364; 1848 1395 140; 1851 1397 1395;
1854 1399 1397; 1857 1401 1399; 1860 1403 1401; 1863 1405 1403; 1866 1407 1405;
1869 1409 1407; 1872 1411 1409; 1877 1412 79; 1879 1415 79; 1882 1418 1415;
1885 1421 1418; 1888 1424 1421; 1891 1427 1424; 1894 1430 1427; 1897 1433 1430;
1900 1436 1433; 1903 1439 1436; 1907 1440 1363; 1908 1442 124; 1911 1444 1442;
1914 1446 1444; 1917 1448 1446; 1920 1450 1448; 1923 1452 1450; 1926 1454 1452;
1929 1456 1454; 1932 1458 1456; 1947 1468 1478; 1958 1478 1488; 1969 1488 1498;
1980 1498 1508; 1991 1508 140; 2003 105 109; 2004 109 69; 2005 105 102;
2006 102 99; 2007 128 1516; 2008 69 73; 2009 73 70; 2010 109 128; 2011 102 128;
2012 128 1511; 2013 96 1509; 2014 99 96; 2015 1509 70; 2017 1511 73;
2018 1511 1527; 2021 1526 1516; 2029 1509 1518; 2030 124 1520; 2031 140 124;
2032 1519 96; 2033 1520 1509; 2034 1519 1528; 2036 1522 1540; 2045 1526 96;
2046 1527 1509; 2047 1523 1526; 2048 1525 1527; 2053 1528 1531; 2055 1531 1522;
2064 1540 1542; 2066 1542 1520; 2137 1624 1625; 2138 1626 1624; 2139 1627 1626;
2140 1628 1629; 2141 1630 1628; 2142 1631 1630; 2143 79 2357; 2144 70 1624;
2145 1628 1624; 2146 1630 2174; 2147 1631 1889; 2148 133 2073; 2149 130 1890;
2150 78 2175; 2151 1632 1952; 2152 1633 2003; 2153 1634 2120; 2156 132 1953;
2158 1636 2119; 2160 69 1628; 2161 136 1699; 2164 134 1733; 2166 149 1671;
2168 138 1660; 2169 1637 1725; 2170 1638 1714; 2171 1640 1703; 2192 1654 1642;
2199 1660 1654; 2207 1663 1643; 2216 1671 1663; 2249 1691 1639; 2258 1699 1691;
2269 1703 1706; 2272 1706 1708; 2274 1708 1639; 2286 1714 1717; 2289 1717 1719;
2291 1719 1640; 2303 1725 1728; 2304 1727 1637; 2306 1728 1730; 2308 1730 1638;
2311 1733 1727; 2320 104 1736; 2323 107 1739; 2325 122 1741; 2327 101 1743;
2328 1744 1745; 2329 1746 1747; 2330 1748 1749; 2340 1763 1762; 2342 1743 1763;
2344 1765 1754; 2348 1741 1765; 2356 1773 1750; 2360 1736 1773; 2361 1749 1776;
2363 1776 1778; 2364 1778 1750; 2366 1747 1779; 2368 1779 1781; 2369 1781 1748;
2371 1745 1782; 2372 1783 1744; 2373 1782 1784; 2374 1784 1746; 2375 1739 1783;
2472 1835 2237; 2474 1836 2288; 2476 1837 2405; 2477 82 2238; 2478 1838 2404;
2508 1863 1632; 2522 1876 1863; 2536 1889 1876; 2538 1890 1891; 2540 1891 1892;
2542 1892 1893; 2544 1893 1894; 2546 1894 1895; 2548 1895 1896; 2550 1896 1897;
2552 1897 1898; 2554 1898 1899; 2556 1899 1900; 2558 1900 1901; 2560 1901 1631;
2587 1926 1633; 2601 1939 1926; 2615 1952 1939; 2630 1953 1955; 2632 1955 1957;
2634 1957 1959; 2636 1959 1961; 2638 1961 1963; 2640 1963 1965; 2642 1965 1967;
2644 1967 1969; 2646 1969 1971; 2648 1971 1973; 2650 1973 1975; 2652 1975 1634;
2654 1977 1634; 2668 1990 1977; 2682 2003 1990; 2774 2068 2110; 2780 2073 2078;
2786 2078 2083; 2792 2083 2088; 2798 2088 2093; 2804 2093 2068; 2814 2103 2106;
2816 2104 2103; 2819 2106 2107; 2820 2107 2108; 2822 2108 1636; 2827 2110 2104;
2856 2115 1627; 2859 2118 1627; 2861 2119 2123; 2864 2120 2118; 2866 2121 2115;
2869 2123 2121; 2905 2148 1835; 2919 2161 2148; 2933 2174 2161; 2935 2175 2176;
2937 2176 2177; 2939 2177 2178; 2941 2178 2179; 2943 2179 2180; 2945 2180 2181;
2947 2181 2182; 2949 2182 2183; 2951 2183 2184; 2953 2184 2185; 2955 2185 2186;
2957 2186 1630; 2984 2211 1836; 2998 2224 2211; 3012 2237 2224; 3027 2238 2240;
3029 2240 2242; 3031 2242 2244; 3033 2244 2246; 3035 2246 2248; 3037 2248 2250;
3039 2250 2252; 3041 2252 2254; 3043 2254 2256; 3045 2256 2258; 3047 2258 2260;
3049 2260 1837; 3051 2262 1837; 3065 2275 2262; 3079 2288 2275; 3175 2357 2362;
3181 2362 2367; 3187 2367 2372; 3193 2372 2377; 3199 2377 2382; 3205 2382 2395;
3209 2388 2391; 3211 2389 2388; 3214 2391 2392; 3215 2392 2393; 3217 2393 1838;
3222 2395 2389; 3250 2400 1626; 3253 2403 1626; 3255 2404 2408; 3258 2405 2403;
3260 2406 2400; 3263 2408 2406; 3276 1642 2447; 3277 2409 2419; 3278 1639 2411;
3279 2411 2412; 3280 2412 2413; 3281 2413 2414; 3282 2414 2409; 3294 2419 2421;
3296 2421 2423; 3298 2423 2425; 3300 2425 2427; 3302 2427 2429; 3304 2429 2431;
3306 2431 2433; 3308 2433 2435; 3310 2435 2437; 3312 2437 2439; 3314 2439 2441;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
3316 2441 2443; 3318 2443 2445; 3320 2445 2410; 3322 2447 2410; 3342 1643 2428;
3343 2428 2427; 3347 1762 2449; 3348 2450 2451; 3349 1750 2452; 3350 2452 2453;
3351 2453 2454; 3352 2454 2455; 3353 2455 2450; 3355 2451 2456; 3356 2456 2457;
3357 2457 2458; 3358 2458 2459; 3359 2459 2460; 3360 2460 2461; 3361 2461 2462;
3362 2462 2463; 3363 2463 2464; 3364 2464 2465; 3365 2465 2466; 3366 2466 2467;
3367 2467 2468; 3368 2468 2469; 3369 2449 2469; 3370 1754 2470; 3371 2470 2459;
3413 1516 1583; 3414 1583 1579; 3415 1579 1575; 3416 1571 1567; 3417 1567 1563;
3418 1563 1559; 3419 1559 1555; 3420 1555 1551; 3421 1551 1523; 3422 1523 1535;
3423 1535 1530; 3424 1530 1519; 3425 1521 1585; 3426 1585 1581; 3427 1581 1577;
3428 1577 1573; 3429 1573 1569; 3430 1569 1565; 3431 1565 1561; 3432 1561 1557;
3433 1557 1553; 3434 1553 1524; 3435 1525 1547; 3436 1547 1544; 3437 1544 1520;
3438 127 1623; 3439 1623 1619; 3440 1619 1615; 3441 1615 1611; 3442 1611 1607;
3443 1607 1603; 3444 1603 1599; 3445 1599 1595; 3446 1595 1591; 3447 1591 1525;
3448 696 1621; 3449 1621 1617; 3450 1617 1613; 3451 1613 1609; 3452 1609 1605;
3453 1605 1601; 3454 1601 1597; 3455 1597 1593; 3456 1593 1589; 3457 1589 1524;
3458 1523 1538; 3459 1538 1539; 3460 1539 1524; 3461 1524 1548; 3462 1548 1549;
3463 1549 1525; 3464 1526 2487; 3465 1527 2488; 3468 1779 1824; 3469 1824 1827;
3470 1827 465; 3471 465 466; 3472 466 471; 3473 471 475; 3474 475 479;
3475 479 483; 3476 483 487; 3477 487 491; 3478 491 495; 3479 495 499;
3480 499 503; 3481 503 507; 3482 507 511; 3483 511 514; 3484 514 619;
3485 619 623; 3486 623 627; 3487 627 631; 3488 631 635; 3489 635 639;
3490 639 643; 3491 643 647; 3492 647 651; 3493 651 655; 3494 655 2212;
3495 2212 2213; 3496 2213 2214; 3497 2214 2215; 3498 2215 2216; 3499 2216 2217;
3500 2217 2218; 3501 2219 2220; 3502 2221 2222; 3503 2222 2223; 3504 2223 2224;
3505 2218 2219; 3506 2220 2221; 3517 1717 1718; 3518 1718 1723; 3519 1723 1070;
3520 1070 1071; 3521 1071 1076; 3522 1076 1080; 3523 1080 1084; 3524 1084 1088;
3525 1088 1092; 3526 1092 1096; 3527 1096 1100; 3528 1100 1104; 3529 1104 1108;
3530 1108 1112; 3531 1112 1116; 3532 1116 1119; 3533 1119 1224; 3534 1224 1228;
3535 1228 1232; 3536 1232 1236; 3537 1236 1240; 3538 1240 1244; 3539 1244 1248;
3540 1248 1252; 3541 1252 1256; 3542 1256 1260; 3543 1260 1927; 3544 1927 1928;
3545 1928 1929; 3546 1929 1930; 3547 1930 1931; 3548 1931 1932; 3549 1932 1933;
3550 1934 1935; 3551 1936 1937; 3552 1937 1938; 3553 1938 1939; 3554 1933 1934;
3555 1935 1936;
ELEMENT INCIDENCES SHELL
132 123 153 154 155; 134 153 156 157 154; 136 156 158 159 157;
138 158 160 161 159; 140 160 101 162 161; 142 155 154 163 164;
143 154 157 165 163; 144 157 159 166 165; 145 159 161 167 166;
147 161 162 168 167; 149 164 163 169 170; 150 163 165 171 169;
151 165 166 172 171; 152 166 167 173 172; 154 167 168 174 173;
156 170 169 175 176; 157 169 171 177 175; 158 171 172 178 177;
159 172 173 179 178; 161 173 174 180 179; 163 176 175 181 182;
164 175 177 183 181; 165 177 178 184 183; 166 178 179 185 184;
168 179 180 186 185; 170 182 181 187 188; 171 181 183 189 187;
172 183 184 190 189; 173 184 185 191 190; 175 185 186 192 191;
177 188 187 193 194; 178 187 189 195 193; 179 189 190 196 195;
180 190 191 197 196; 182 191 192 198 197; 184 194 193 199 200;
185 193 195 201 199; 186 195 196 202 201; 187 196 197 203 202;
189 197 198 204 203; 191 200 199 205 206; 192 199 201 207 205;
193 201 202 208 207; 194 202 203 209 208; 196 203 204 210 209;
198 206 205 211 212; 199 205 207 213 211; 200 207 208 214 213;
201 208 209 215 214; 203 209 210 216 215; 205 212 211 217 218;
206 211 213 219 217; 207 213 214 220 219; 208 214 215 221 220;
210 215 216 222 221; 212 218 217 223 121; 214 217 219 224 223;
216 219 220 225 224; 218 220 221 226 225; 219 221 222 98 226;
222 122 227 228 229; 224 227 230 231 228; 226 230 232 233 231;
228 232 234 235 233; 229 234 123 155 235; 231 229 228 236 237;
232 228 231 238 236; 233 231 233 239 238; 234 233 235 240 239;
235 235 155 164 240; 237 237 236 241 242; 238 236 238 243 241;
239 238 239 244 243; 240 239 240 245 244; 241 240 164 170 245;
243 242 241 246 247; 244 241 243 248 246; 245 243 244 249 248;
246 244 245 250 249; 247 245 170 176 250; 249 247 246 251 252;
250 246 248 253 251; 251 248 249 254 253; 252 249 250 255 254;
253 250 176 182 255; 255 252 251 256 257; 256 251 253 258 256;
257 253 254 259 258; 258 254 255 260 259; 259 255 182 188 260;
261 257 256 261 262; 262 256 258 263 261; 263 258 259 264 263;
264 259 260 265 264; 265 260 188 194 265; 267 262 261 266 267;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
268 261 263 268 266; 269 263 264 269 268; 270 264 265 270 269;
271 265 194 200 270; 273 267 266 271 272; 274 266 268 273 271;
275 268 269 274 273; 276 269 270 275 274; 277 270 200 206 275;
279 272 271 276 277; 280 271 273 278 276; 281 273 274 279 278;
282 274 275 280 279; 283 275 206 212 280; 285 277 276 281 282;
286 276 278 283 281; 287 278 279 284 283; 288 279 280 285 284;
289 280 212 218 285; 291 282 281 286 120; 293 281 283 287 286;
295 283 284 288 287; 297 284 285 289 288; 298 285 218 121 289;
301 119 290 291 292; 303 290 293 294 291; 305 293 295 296 294;
307 295 297 298 296; 308 297 122 229 298; 310 292 291 299 300;
311 291 294 301 299; 312 294 296 302 301; 313 296 298 303 302;
314 298 229 237 303; 316 300 299 304 305; 317 299 301 306 304;
318 301 302 307 306; 319 302 303 308 307; 320 303 237 242 308;
322 305 304 309 310; 323 304 306 311 309; 324 306 307 312 311;
325 307 308 313 312; 326 308 242 247 313; 328 310 309 314 315;
329 309 311 316 314; 330 311 312 317 316; 331 312 313 318 317;
332 313 247 252 318; 334 315 314 319 320; 335 314 316 321 319;
336 316 317 322 321; 337 317 318 323 322; 338 318 252 257 323;
340 320 319 324 325; 341 319 321 326 324; 342 321 322 327 326;
343 322 323 328 327; 344 323 257 262 328; 346 325 324 329 330;
347 324 326 331 329; 348 326 327 332 331; 349 327 328 333 332;
350 328 262 267 333; 352 330 329 334 335; 353 329 331 336 334;
354 331 332 337 336; 355 332 333 338 337; 356 333 267 272 338;
358 335 334 339 340; 359 334 336 341 339; 360 336 337 342 341;
361 337 338 343 342; 362 338 272 277 343; 364 340 339 344 345;
365 339 341 346 344; 366 341 342 347 346; 367 342 343 348 347;
368 343 277 282 348; 370 345 344 349 112; 372 344 346 350 349;
374 346 347 351 350; 376 347 348 352 351; 377 348 282 120 352;
381 115 353 354 355; 383 353 356 357 354; 385 356 358 359 357;
387 358 104 360 359; 389 355 354 361 362; 390 354 357 363 361;
391 357 359 364 363; 393 359 360 365 364; 395 362 361 366 367;
396 361 363 368 366; 397 363 364 369 368; 399 364 365 370 369;
401 367 366 371 372; 402 366 368 373 371; 403 368 369 374 373;
405 369 370 375 374; 407 372 371 376 377; 408 371 373 378 376;
409 373 374 379 378; 411 374 375 380 379; 413 377 376 381 382;
414 376 378 383 381; 415 378 379 384 383; 417 379 380 385 384;
419 382 381 386 387; 420 381 383 388 386; 421 383 384 389 388;
423 384 385 390 389; 425 387 386 391 392; 426 386 388 393 391;
427 388 389 394 393; 429 389 390 395 394; 431 392 391 396 397;
432 391 393 398 396; 433 393 394 399 398; 435 394 395 400 399;
437 397 396 401 402; 438 396 398 403 401; 439 398 399 404 403;
441 399 400 405 404; 443 402 401 406 407; 444 401 403 408 406;
445 403 404 409 408; 447 404 405 410 409; 449 407 406 411 412;
450 406 408 413 411; 451 408 409 414 413; 453 409 410 415 414;
455 412 411 416 116; 457 411 413 417 416; 459 413 414 418 417;
460 414 415 112 418; 461 419 420 421; 462 422 419 423; 463 415 345 112;
464 424 425 426; 465 427 428 423; 466 429 310 428; 467 427 430 429;
468 431 432 335; 469 340 345 415; 470 433 400 434; 471 424 434 435;
472 340 415 410; 473 424 330 434; 474 436 375 437; 475 438 439 440;
476 441 442 443; 477 431 405 432; 478 432 433 330; 479 444 445 446;
480 445 360 446; 481 426 425 447; 482 426 420 419; 484 448 360 104;
485 443 449 450; 486 451 452 450; 487 438 440 453; 489 439 454 119;
490 441 453 430; 492 444 455 450; 493 427 456 437; 494 457 423 421;
495 458 453 440; 496 447 390 421; 497 422 315 419; 498 435 395 447;
499 419 315 320; 500 444 446 448; 501 459 370 365; 502 443 442 459;
503 460 437 375; 504 435 434 400; 505 426 320 325; 506 440 439 292;
507 438 453 441; 508 439 119 292; 510 451 461 454; 511 437 442 430;
512 457 421 385; 513 432 405 400; 514 424 325 330; 515 429 305 310;
516 427 429 428; 517 460 459 442; 518 436 380 375; 519 445 449 459;
520 460 370 459; 521 458 300 305; 522 429 430 453; 523 438 452 451;
524 450 455 461; 525 457 456 423; 526 421 390 385; 527 458 429 453;
528 440 292 300; 529 446 360 448; 530 445 365 360; 531 422 310 315;
532 419 421 423; 533 432 400 433; 534 433 434 330; 535 436 456 457;
536 457 385 380; 537 422 428 310; 538 422 423 428; 539 447 421 420;
540 447 395 390; 541 451 454 439; 542 451 450 461; 543 426 419 320;
544 426 447 420; 545 460 375 370; 546 460 442 437; 547 443 450 452;
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
548 443 459 449; 549 445 459 365; 550 444 449 445; 551 441 443 452;
552 441 430 442; 553 436 457 380; 554 436 437 456; 555 438 451 439;
556 438 441 452; 557 435 447 425; 558 435 400 395; 559 458 305 429;
560 458 440 300; 561 444 450 449; 562 444 448 455; 563 424 426 325;
564 424 435 425; 565 431 410 405; 566 432 330 335; 567 431 340 410;
568 431 335 340; 569 427 437 430; 570 427 423 456; 573 113 462 463 464;
575 462 465 466 463; 577 465 467 468 466; 578 467 115 355 468;
580 464 463 469 470; 581 463 466 471 469; 582 466 468 472 471;
583 468 355 362 472; 585 470 469 473 474; 586 469 471 475 473;
587 471 472 476 475; 588 472 362 367 476; 590 474 473 477 478;
591 473 475 479 477; 592 475 476 480 479; 593 476 367 372 480;
595 478 477 481 482; 596 477 479 483 481; 597 479 480 484 483;
598 480 372 377 484; 600 482 481 485 486; 601 481 483 487 485;
602 483 484 488 487; 603 484 377 382 488; 605 486 485 489 490;
606 485 487 491 489; 607 487 488 492 491; 608 488 382 387 492;
610 490 489 493 494; 611 489 491 495 493; 612 491 492 496 495;
613 492 387 392 496; 615 494 493 497 498; 616 493 495 499 497;
617 495 496 500 499; 618 496 392 397 500; 620 498 497 501 502;
621 497 499 503 501; 622 499 500 504 503; 623 500 397 402 504;
625 502 501 505 506; 626 501 503 507 505; 627 503 504 508 507;
628 504 402 407 508; 630 506 505 509 510; 631 505 507 511 509;
632 507 508 512 511; 633 508 407 412 512; 635 510 509 513 114;
637 509 511 514 513; 639 511 512 515 514; 640 512 412 116 515;
643 107 516 517 518; 645 516 519 520 517; 647 519 521 522 520;
648 521 113 464 522; 650 518 517 523 524; 651 517 520 525 523;
652 520 522 526 525; 653 522 464 470 526; 655 524 523 527 528;
656 523 525 529 527; 657 525 526 530 529; 658 526 470 474 530;
660 528 527 531 532; 661 527 529 533 531; 662 529 530 534 533;
663 530 474 478 534; 665 532 531 535 536; 666 531 533 537 535;
667 533 534 538 537; 668 534 478 482 538; 670 536 535 539 540;
671 535 537 541 539; 672 537 538 542 541; 673 538 482 486 542;
675 540 539 543 544; 676 539 541 545 543; 677 541 542 546 545;
678 542 486 490 546; 680 544 543 547 548; 681 543 545 549 547;
682 545 546 550 549; 683 546 490 494 550; 685 548 547 551 552;
686 547 549 553 551; 687 549 550 554 553; 688 550 494 498 554;
690 552 551 555 556; 691 551 553 557 555; 692 553 554 558 557;
693 554 498 502 558; 695 556 555 559 560; 696 555 557 561 559;
697 557 558 562 561; 698 558 502 506 562; 700 560 559 563 564;
701 559 561 565 563; 702 561 562 566 565; 703 562 506 510 566;
705 564 563 567 108; 707 563 565 568 567; 709 565 566 569 568;
710 566 510 114 569; 712 108 567 570 571; 713 567 568 572 570;
714 568 569 573 572; 716 569 114 574 573; 718 571 570 575 576;
719 570 572 577 575; 720 572 573 578 577; 722 573 574 579 578;
724 576 575 580 581; 725 575 577 582 580; 726 577 578 583 582;
728 578 579 584 583; 730 581 580 585 586; 731 580 582 587 585;
732 582 583 588 587; 734 583 584 589 588; 736 586 585 590 591;
737 585 587 592 590; 738 587 588 593 592; 740 588 589 594 593;
742 591 590 595 596; 743 590 592 597 595; 744 592 593 598 597;
746 593 594 599 598; 748 596 595 600 601; 749 595 597 602 600;
750 597 598 603 602; 752 598 599 604 603; 754 601 600 605 606;
755 600 602 607 605; 756 602 603 608 607; 758 603 604 609 608;
760 606 605 610 611; 761 605 607 612 610; 762 607 608 613 612;
764 608 609 614 613; 766 611 610 615 78; 768 610 612 616 615;
770 612 613 617 616; 771 613 614 117 617; 773 114 513 618 574;
774 513 514 619 618; 775 514 515 620 619; 777 515 116 621 620;
778 574 618 622 579; 779 618 619 623 622; 780 619 620 624 623;
782 620 621 625 624; 783 579 622 626 584; 784 622 623 627 626;
785 623 624 628 627; 787 624 625 629 628; 788 584 626 630 589;
789 626 627 631 630; 790 627 628 632 631; 792 628 629 633 632;
793 589 630 634 594; 794 630 631 635 634; 795 631 632 636 635;
797 632 633 637 636; 798 594 634 638 599; 799 634 635 639 638;
800 635 636 640 639; 802 636 637 641 640; 803 599 638 642 604;
804 638 639 643 642; 805 639 640 644 643; 807 640 641 645 644;
808 604 642 646 609; 809 642 643 647 646; 810 643 644 648 647;
812 644 645 649 648; 813 609 646 650 614; 814 646 647 651 650;
815 647 648 652 651; 817 648 649 653 652; 819 614 650 654 117;
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
821 650 651 655 654; 823 651 652 656 655; 824 652 653 118 656;
826 116 416 657 621; 827 416 417 658 657; 828 417 418 659 658;
830 418 112 660 659; 831 621 657 661 625; 832 657 658 662 661;
833 658 659 663 662; 835 659 660 664 663; 836 625 661 665 629;
837 661 662 666 665; 838 662 663 667 666; 840 663 664 668 667;
841 629 665 669 633; 842 665 666 670 669; 843 666 667 671 670;
845 667 668 672 671; 846 633 669 673 637; 847 669 670 674 673;
848 670 671 675 674; 850 671 672 676 675; 851 637 673 677 641;
852 673 674 678 677; 853 674 675 679 678; 854 675 676 126 679;
856 641 677 680 645; 857 677 678 681 680; 858 678 679 682 681;
860 679 126 683 682; 861 645 680 684 649; 862 680 681 685 684;
863 681 682 686 685; 865 682 683 687 686; 866 649 684 688 653;
867 684 685 689 688; 868 685 686 690 689; 870 686 687 691 690;
872 653 688 692 118; 874 688 689 693 692; 876 689 690 694 693;
877 690 691 82 694; 934 721 687 683; 940 112 349 737 660; 941 349 350 738 737;
942 350 351 739 738; 943 351 352 740 739; 945 352 120 741 740;
946 660 737 742 664; 947 737 738 743 742; 948 738 739 744 743;
949 739 740 745 744; 951 740 741 746 745; 952 664 742 747 668;
953 742 743 748 747; 954 743 744 749 748; 955 744 745 750 749;
956 745 746 696 750; 958 749 750 751 752; 960 750 696 753 751;
961 752 751 754 755; 963 751 753 756 754; 964 755 754 736 126;
965 754 756 127 736; 969 676 755 126; 971 748 749 752; 978 151 758 759 760;
980 758 761 762 759; 982 761 763 764 762; 984 763 765 766 764;
986 765 138 767 766; 988 760 759 768 769; 989 759 762 770 768;
990 762 764 771 770; 991 764 766 772 771; 993 766 767 773 772;
995 769 768 774 775; 996 768 770 776 774; 997 770 771 777 776;
998 771 772 778 777; 1000 772 773 779 778; 1002 775 774 780 781;
1003 774 776 782 780; 1004 776 777 783 782; 1005 777 778 784 783;
1007 778 779 785 784; 1009 781 780 786 787; 1010 780 782 788 786;
1011 782 783 789 788; 1012 783 784 790 789; 1014 784 785 791 790;
1016 787 786 792 793; 1017 786 788 794 792; 1018 788 789 795 794;
1019 789 790 796 795; 1021 790 791 797 796; 1023 793 792 798 799;
1024 792 794 800 798; 1025 794 795 801 800; 1026 795 796 802 801;
1028 796 797 803 802; 1030 799 798 804 805; 1031 798 800 806 804;
1032 800 801 807 806; 1033 801 802 808 807; 1035 802 803 809 808;
1037 805 804 810 811; 1038 804 806 812 810; 1039 806 807 813 812;
1040 807 808 814 813; 1042 808 809 815 814; 1044 811 810 816 817;
1045 810 812 818 816; 1046 812 813 819 818; 1047 813 814 820 819;
1049 814 815 821 820; 1051 817 816 822 823; 1052 816 818 824 822;
1053 818 819 825 824; 1054 819 820 826 825; 1056 820 821 827 826;
1058 823 822 828 150; 1060 822 824 829 828; 1062 824 825 830 829;
1064 825 826 831 830; 1065 826 827 139 831; 1068 149 832 833 834;
1070 832 835 836 833; 1072 835 837 838 836; 1074 837 839 840 838;
1075 839 151 760 840; 1077 834 833 841 842; 1078 833 836 843 841;
1079 836 838 844 843; 1080 838 840 845 844; 1081 840 760 769 845;
1083 842 841 846 847; 1084 841 843 848 846; 1085 843 844 849 848;
1086 844 845 850 849; 1087 845 769 775 850; 1089 847 846 851 852;
1090 846 848 853 851; 1091 848 849 854 853; 1092 849 850 855 854;
1093 850 775 781 855; 1095 852 851 856 857; 1096 851 853 858 856;
1097 853 854 859 858; 1098 854 855 860 859; 1099 855 781 787 860;
1101 857 856 861 862; 1102 856 858 863 861; 1103 858 859 864 863;
1104 859 860 865 864; 1105 860 787 793 865; 1107 862 861 866 867;
1108 861 863 868 866; 1109 863 864 869 868; 1110 864 865 870 869;
1111 865 793 799 870; 1113 867 866 871 872; 1114 866 868 873 871;
1115 868 869 874 873; 1116 869 870 875 874; 1117 870 799 805 875;
1119 872 871 876 877; 1120 871 873 878 876; 1121 873 874 879 878;
1122 874 875 880 879; 1123 875 805 811 880; 1125 877 876 881 882;
1126 876 878 883 881; 1127 878 879 884 883; 1128 879 880 885 884;
1129 880 811 817 885; 1131 882 881 886 887; 1132 881 883 888 886;
1133 883 884 889 888; 1134 884 885 890 889; 1135 885 817 823 890;
1137 887 886 891 144; 1139 886 888 892 891; 1141 888 889 893 892;
1143 889 890 894 893; 1144 890 823 150 894; 1147 137 895 896 897;
1149 895 898 899 896; 1151 898 900 901 899; 1153 900 902 903 901;
1154 902 149 834 903; 1156 897 896 904 905; 1157 896 899 906 904;
1158 899 901 907 906; 1159 901 903 908 907; 1160 903 834 842 908;
1162 905 904 909 910; 1163 904 906 911 909; 1164 906 907 912 911;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
1165 907 908 913 912; 1166 908 842 847 913; 1168 910 909 914 915;
1169 909 911 916 914; 1170 911 912 917 916; 1171 912 913 918 917;
1172 913 847 852 918; 1174 915 914 919 920; 1175 914 916 921 919;
1176 916 917 922 921; 1177 917 918 923 922; 1178 918 852 857 923;
1180 920 919 924 925; 1181 919 921 926 924; 1182 921 922 927 926;
1183 922 923 928 927; 1184 923 857 862 928; 1186 925 924 929 930;
1187 924 926 931 929; 1188 926 927 932 931; 1189 927 928 933 932;
1190 928 862 867 933; 1192 930 929 934 935; 1193 929 931 936 934;
1194 931 932 937 936; 1195 932 933 938 937; 1196 933 867 872 938;
1198 935 934 939 940; 1199 934 936 941 939; 1200 936 937 942 941;
1201 937 938 943 942; 1202 938 872 877 943; 1204 940 939 944 945;
1205 939 941 946 944; 1206 941 942 947 946; 1207 942 943 948 947;
1208 943 877 882 948; 1210 945 944 949 950; 1211 944 946 951 949;
1212 946 947 952 951; 1213 947 948 953 952; 1214 948 882 887 953;
1216 950 949 954 142; 1218 949 951 955 954; 1220 951 952 956 955;
1222 952 953 957 956; 1223 953 887 144 957; 1226 146 958 959 960;
1228 958 961 962 959; 1230 961 963 964 962; 1232 963 136 965 964;
1234 960 959 966 967; 1235 959 962 968 966; 1236 962 964 969 968;
1238 964 965 970 969; 1240 967 966 971 972; 1241 966 968 973 971;
1242 968 969 974 973; 1244 969 970 975 974; 1246 972 971 976 977;
1247 971 973 978 976; 1248 973 974 979 978; 1250 974 975 980 979;
1252 977 976 981 982; 1253 976 978 983 981; 1254 978 979 984 983;
1256 979 980 985 984; 1258 982 981 986 987; 1259 981 983 988 986;
1260 983 984 989 988; 1262 984 985 990 989; 1264 987 986 991 992;
1265 986 988 993 991; 1266 988 989 994 993; 1268 989 990 995 994;
1270 992 991 996 997; 1271 991 993 998 996; 1272 993 994 999 998;
1274 994 995 1000 999; 1276 997 996 1001 1002; 1277 996 998 1003 1001;
1278 998 999 1004 1003; 1280 999 1000 1005 1004; 1282 1002 1001 1006 1007;
1283 1001 1003 1008 1006; 1284 1003 1004 1009 1008; 1286 1004 1005 1010 1009;
1288 1007 1006 1011 1012; 1289 1006 1008 1013 1011; 1290 1008 1009 1014 1013;
1292 1009 1010 1015 1014; 1294 1012 1011 1016 1017; 1295 1011 1013 1018 1016;
1296 1013 1014 1019 1018; 1298 1014 1015 1020 1019; 1300 1017 1016 1021 147;
1302 1016 1018 1022 1021; 1304 1018 1019 1023 1022; 1305 1019 1020 142 1023;
1306 1024 1025 1026; 1307 1027 1024 1028; 1308 1020 950 142;
1309 1029 1030 1031; 1310 1032 1033 1028; 1311 1034 915 1033;
1312 1032 1035 1034; 1313 1036 1037 940; 1314 945 950 1020;
1315 1038 1005 1039; 1316 1029 1039 1040; 1317 945 1020 1015;
1318 1029 935 1039; 1319 1041 980 1042; 1320 1043 1044 1045;
1321 1046 1047 1048; 1322 1036 1010 1037; 1323 1037 1038 935;
1324 1049 1050 1051; 1325 1050 965 1051; 1326 1031 1030 1052;
1327 1031 1025 1024; 1329 1053 965 136; 1330 1048 1054 1055;
1331 1056 1057 1055; 1332 1043 1045 1058; 1334 1044 1059 137;
1335 1046 1058 1035; 1337 1049 1060 1055; 1338 1032 1061 1042;
1339 1062 1028 1026; 1340 1063 1058 1045; 1341 1052 995 1026;
1342 1027 920 1024; 1343 1040 1000 1052; 1344 1024 920 925;
1345 1049 1051 1053; 1346 1064 975 970; 1347 1048 1047 1064;
1348 1065 1042 980; 1349 1040 1039 1005; 1350 1031 925 930; 1351 1045 1044 897;
1352 1043 1058 1046; 1353 1044 137 897; 1355 1056 1066 1059;
1356 1042 1047 1035; 1357 1062 1026 990; 1358 1037 1010 1005;
1359 1029 930 935; 1360 1034 910 915; 1361 1032 1034 1033; 1362 1065 1064 1047;
1363 1041 985 980; 1364 1050 1054 1064; 1365 1065 975 1064; 1366 1063 905 910;
1367 1034 1035 1058; 1368 1043 1057 1056; 1369 1055 1060 1066;
1370 1062 1061 1028; 1371 1026 995 990; 1372 1063 1034 1058; 1373 1045 897 905;
1374 1051 965 1053; 1375 1050 970 965; 1376 1027 915 920; 1377 1024 1026 1028;
1378 1037 1005 1038; 1379 1038 1039 935; 1380 1041 1061 1062;
1381 1062 990 985; 1382 1027 1033 915; 1383 1027 1028 1033;
1384 1052 1026 1025; 1385 1052 1000 995; 1386 1056 1059 1044;
1387 1056 1055 1066; 1388 1031 1024 925; 1389 1031 1052 1025;
1390 1065 980 975; 1391 1065 1047 1042; 1392 1048 1055 1057;
1393 1048 1064 1054; 1394 1050 1064 970; 1395 1049 1054 1050;
1396 1046 1048 1057; 1397 1046 1035 1047; 1398 1041 1062 985;
1399 1041 1042 1061; 1400 1043 1056 1044; 1401 1043 1046 1057;
1402 1040 1052 1030; 1403 1040 1005 1000; 1404 1063 910 1034;
1405 1063 1045 905; 1406 1049 1055 1054; 1407 1049 1053 1060;
1408 1029 1031 930; 1409 1029 1040 1030; 1410 1036 1015 1010;
1411 1037 935 940; 1412 1036 945 1015; 1413 1036 940 945; 1414 1032 1042 1035;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
1415 1032 1028 1061; 1418 135 1067 1068 1069; 1420 1067 1070 1071 1068;
1422 1070 1072 1073 1071; 1423 1072 146 960 1073; 1425 1069 1068 1074 1075;
1426 1068 1071 1076 1074; 1427 1071 1073 1077 1076; 1428 1073 960 967 1077;
1430 1075 1074 1078 1079; 1431 1074 1076 1080 1078; 1432 1076 1077 1081 1080;
1433 1077 967 972 1081; 1435 1079 1078 1082 1083; 1436 1078 1080 1084 1082;
1437 1080 1081 1085 1084; 1438 1081 972 977 1085; 1440 1083 1082 1086 1087;
1441 1082 1084 1088 1086; 1442 1084 1085 1089 1088; 1443 1085 977 982 1089;
1445 1087 1086 1090 1091; 1446 1086 1088 1092 1090; 1447 1088 1089 1093 1092;
1448 1089 982 987 1093; 1450 1091 1090 1094 1095; 1451 1090 1092 1096 1094;
1452 1092 1093 1097 1096; 1453 1093 987 992 1097; 1455 1095 1094 1098 1099;
1456 1094 1096 1100 1098; 1457 1096 1097 1101 1100; 1458 1097 992 997 1101;
1460 1099 1098 1102 1103; 1461 1098 1100 1104 1102; 1462 1100 1101 1105 1104;
1463 1101 997 1002 1105; 1465 1103 1102 1106 1107; 1466 1102 1104 1108 1106;
1467 1104 1105 1109 1108; 1468 1105 1002 1007 1109; 1470 1107 1106 1110 1111;
1471 1106 1108 1112 1110; 1472 1108 1109 1113 1112; 1473 1109 1007 1012 1113;
1475 1111 1110 1114 1115; 1476 1110 1112 1116 1114; 1477 1112 1113 1117 1116;
1478 1113 1012 1017 1117; 1480 1115 1114 1118 145; 1482 1114 1116 1119 1118;
1484 1116 1117 1120 1119; 1485 1117 1017 147 1120; 1488 134 1121 1122 1123;
1490 1121 1124 1125 1122; 1492 1124 1126 1127 1125; 1493 1126 135 1069 1127;
1495 1123 1122 1128 1129; 1496 1122 1125 1130 1128; 1497 1125 1127 1131 1130;
1498 1127 1069 1075 1131; 1500 1129 1128 1132 1133; 1501 1128 1130 1134 1132;
1502 1130 1131 1135 1134; 1503 1131 1075 1079 1135; 1505 1133 1132 1136 1137;
1506 1132 1134 1138 1136; 1507 1134 1135 1139 1138; 1508 1135 1079 1083 1139;
1510 1137 1136 1140 1141; 1511 1136 1138 1142 1140; 1512 1138 1139 1143 1142;
1513 1139 1083 1087 1143; 1515 1141 1140 1144 1145; 1516 1140 1142 1146 1144;
1517 1142 1143 1147 1146; 1518 1143 1087 1091 1147; 1520 1145 1144 1148 1149;
1521 1144 1146 1150 1148; 1522 1146 1147 1151 1150; 1523 1147 1091 1095 1151;
1525 1149 1148 1152 1153; 1526 1148 1150 1154 1152; 1527 1150 1151 1155 1154;
1528 1151 1095 1099 1155; 1530 1153 1152 1156 1157; 1531 1152 1154 1158 1156;
1532 1154 1155 1159 1158; 1533 1155 1099 1103 1159; 1535 1157 1156 1160 1161;
1536 1156 1158 1162 1160; 1537 1158 1159 1163 1162; 1538 1159 1103 1107 1163;
1540 1161 1160 1164 1165; 1541 1160 1162 1166 1164; 1542 1162 1163 1167 1166;
1543 1163 1107 1111 1167; 1545 1165 1164 1168 1169; 1546 1164 1166 1170 1168;
1547 1166 1167 1171 1170; 1548 1167 1111 1115 1171; 1550 1169 1168 1172 141;
1552 1168 1170 1173 1172; 1554 1170 1171 1174 1173; 1555 1171 1115 145 1174;
1557 141 1172 1175 1176; 1558 1172 1173 1177 1175; 1559 1173 1174 1178 1177;
1561 1174 145 1179 1178; 1563 1176 1175 1180 1181; 1564 1175 1177 1182 1180;
1565 1177 1178 1183 1182; 1567 1178 1179 1184 1183; 1569 1181 1180 1185 1186;
1570 1180 1182 1187 1185; 1571 1182 1183 1188 1187; 1573 1183 1184 1189 1188;
1575 1186 1185 1190 1191; 1576 1185 1187 1192 1190; 1577 1187 1188 1193 1192;
1579 1188 1189 1194 1193; 1581 1191 1190 1195 1196; 1582 1190 1192 1197 1195;
1583 1192 1193 1198 1197; 1585 1193 1194 1199 1198; 1587 1196 1195 1200 1201;
1588 1195 1197 1202 1200; 1589 1197 1198 1203 1202; 1591 1198 1199 1204 1203;
1593 1201 1200 1205 1206; 1594 1200 1202 1207 1205; 1595 1202 1203 1208 1207;
1597 1203 1204 1209 1208; 1599 1206 1205 1210 1211; 1600 1205 1207 1212 1210;
1601 1207 1208 1213 1212; 1603 1208 1209 1214 1213; 1605 1211 1210 1215 1216;
1606 1210 1212 1217 1215; 1607 1212 1213 1218 1217; 1609 1213 1214 1219 1218;
1611 1216 1215 1220 130; 1613 1215 1217 1221 1220; 1615 1217 1218 1222 1221;
1616 1218 1219 131 1222; 1617 145 1118 1223 1179; 1618 1118 1119 1224 1223;
1619 1119 1120 1225 1224; 1621 1120 147 1226 1225; 1622 1179 1223 1227 1184;
1623 1223 1224 1228 1227; 1624 1224 1225 1229 1228; 1626 1225 1226 1230 1229;
1627 1184 1227 1231 1189; 1628 1227 1228 1232 1231; 1629 1228 1229 1233 1232;
1631 1229 1230 1234 1233; 1632 1189 1231 1235 1194; 1633 1231 1232 1236 1235;
1634 1232 1233 1237 1236; 1636 1233 1234 1238 1237; 1637 1194 1235 1239 1199;
1638 1235 1236 1240 1239; 1639 1236 1237 1241 1240; 1641 1237 1238 1242 1241;
1642 1199 1239 1243 1204; 1643 1239 1240 1244 1243; 1644 1240 1241 1245 1244;
1646 1241 1242 1246 1245; 1647 1204 1243 1247 1209; 1648 1243 1244 1248 1247;
1649 1244 1245 1249 1248; 1651 1245 1246 1250 1249; 1652 1209 1247 1251 1214;
1653 1247 1248 1252 1251; 1654 1248 1249 1253 1252; 1656 1249 1250 1254 1253;
1657 1214 1251 1255 1219; 1658 1251 1252 1256 1255; 1659 1252 1253 1257 1256;
1661 1253 1254 1258 1257; 1663 1219 1255 1259 131; 1665 1255 1256 1260 1259;
1667 1256 1257 1261 1260; 1668 1257 1258 148 1261; 1669 147 1021 1262 1226;
1670 1021 1022 1263 1262; 1671 1022 1023 1264 1263; 1673 1023 142 1265 1264;
1674 1226 1262 1266 1230; 1675 1262 1263 1267 1266; 1676 1263 1264 1268 1267;
1678 1264 1265 1269 1268; 1679 1230 1266 1270 1234; 1680 1266 1267 1271 1270;
1681 1267 1268 1272 1271; 1683 1268 1269 1273 1272; 1684 1234 1270 1274 1238;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
1685 1270 1271 1275 1274; 1686 1271 1272 1276 1275; 1688 1272 1273 1277 1276;
1689 1238 1274 1278 1242; 1690 1274 1275 1279 1278; 1691 1275 1276 1280 1279;
1693 1276 1277 1281 1280; 1694 1242 1278 1282 1246; 1695 1278 1279 1283 1282;
1696 1279 1280 1284 1283; 1697 1280 1281 143 1284; 1698 1246 1282 1285 1250;
1699 1282 1283 1286 1285; 1700 1283 1284 1287 1286; 1702 1284 143 1288 1287;
1703 1250 1285 1289 1254; 1704 1285 1286 1290 1289; 1705 1286 1287 1291 1290;
1707 1287 1288 1292 1291; 1708 1254 1289 1293 1258; 1709 1289 1290 1294 1293;
1710 1290 1291 1295 1294; 1712 1291 1292 1296 1295; 1714 1258 1293 1297 148;
1716 1293 1294 1298 1297; 1718 1294 1295 1299 1298; 1719 1295 1296 132 1299;
1771 1325 1292 1288; 1776 142 954 1341 1265; 1777 954 955 1342 1341;
1778 955 956 1343 1342; 1779 956 957 1344 1343; 1781 957 144 1345 1344;
1782 1265 1341 1346 1269; 1783 1341 1342 1347 1346; 1784 1342 1343 1348 1347;
1785 1343 1344 1349 1348; 1787 1344 1345 1350 1349; 1788 1269 1346 1351 1273;
1789 1346 1347 1352 1351; 1790 1347 1348 1353 1352; 1791 1348 1349 1354 1353;
1793 1349 1350 1355 1354; 1794 1353 1354 1356 1357; 1796 1354 1355 1358 1356;
1797 1357 1356 1359 1360; 1799 1356 1358 1361 1359; 1800 1360 1359 1340 143;
1801 1359 1361 152 1340; 1804 1281 1360 143; 1806 1352 1353 1357;
1818 1364 1365 1366 1367; 1820 1365 133 1368 1366; 1821 1367 1366 1369 1370;
1823 1366 1368 1371 1369; 1824 1370 1369 1372 1373; 1826 1369 1371 1374 1372;
1827 1373 1372 1375 1376; 1829 1372 1374 1377 1375; 1830 1376 1375 1378 1379;
1832 1375 1377 1380 1378; 1833 1379 1378 1381 1382; 1835 1378 1380 1383 1381;
1836 1382 1381 1384 1385; 1838 1381 1383 1386 1384; 1839 1385 1384 1387 1388;
1841 1384 1386 1389 1387; 1842 1388 1387 1390 1391; 1844 1387 1389 1392 1390;
1845 1391 1390 1296 1292; 1846 1390 1392 132 1296; 1849 140 1393 1394 1395;
1850 1393 1364 1367 1394; 1852 1395 1394 1396 1397; 1853 1394 1367 1370 1396;
1855 1397 1396 1398 1399; 1856 1396 1370 1373 1398; 1858 1399 1398 1400 1401;
1859 1398 1373 1376 1400; 1861 1401 1400 1402 1403; 1862 1400 1376 1379 1402;
1864 1403 1402 1404 1405; 1865 1402 1379 1382 1404; 1867 1405 1404 1406 1407;
1868 1404 1382 1385 1406; 1870 1407 1406 1408 1409; 1871 1406 1385 1388 1408;
1873 1409 1408 1410 1411; 1874 1408 1388 1391 1410; 1875 1411 1410 1325 152;
1876 1410 1391 1292 1325; 1878 1363 1412 1413 1414; 1880 1412 79 1415 1413;
1881 1414 1413 1416 1417; 1883 1413 1415 1418 1416; 1884 1417 1416 1419 1420;
1886 1416 1418 1421 1419; 1887 1420 1419 1422 1423; 1889 1419 1421 1424 1422;
1890 1423 1422 1425 1426; 1892 1422 1424 1427 1425; 1893 1426 1425 1428 1429;
1895 1425 1427 1430 1428; 1896 1429 1428 1431 1432; 1898 1428 1430 1433 1431;
1899 1432 1431 1434 1435; 1901 1431 1433 1436 1434; 1902 1435 1434 1437 1438;
1904 1434 1436 1439 1437; 1905 1438 1437 691 687; 1906 1437 1439 82 691;
1909 124 1440 1441 1442; 1910 1440 1363 1414 1441; 1912 1442 1441 1443 1444;
1913 1441 1414 1417 1443; 1915 1444 1443 1445 1446; 1916 1443 1417 1420 1445;
1918 1446 1445 1447 1448; 1919 1445 1420 1423 1447; 1921 1448 1447 1449 1450;
1922 1447 1423 1426 1449; 1924 1450 1449 1451 1452; 1925 1449 1426 1429 1451;
1927 1452 1451 1453 1454; 1928 1451 1429 1432 1453; 1930 1454 1453 1455 1456;
1931 1453 1432 1435 1455; 1933 1456 1455 1457 1458; 1934 1455 1435 1438 1457;
1935 1458 1457 721 127; 1936 1457 1438 687 721; 1938 144 891 1459 1345;
1939 891 892 1460 1459; 1940 892 893 1461 1460; 1941 893 894 1462 1461;
1942 894 150 1463 1462; 1943 150 828 1464 1463; 1944 828 829 1465 1464;
1945 829 830 1466 1465; 1946 830 831 1467 1466; 1948 831 139 1468 1467;
1949 1345 1459 1469 1350; 1950 1459 1460 1470 1469; 1951 1460 1461 1471 1470;
1952 1461 1462 1472 1471; 1953 1462 1463 1473 1472; 1954 1463 1464 1474 1473;
1955 1464 1465 1475 1474; 1956 1465 1466 1476 1475; 1957 1466 1467 1477 1476;
1959 1467 1468 1478 1477; 1960 1350 1469 1479 1355; 1961 1469 1470 1480 1479;
1962 1470 1471 1481 1480; 1963 1471 1472 1482 1481; 1964 1472 1473 1483 1482;
1965 1473 1474 1484 1483; 1966 1474 1475 1485 1484; 1967 1475 1476 1486 1485;
1968 1476 1477 1487 1486; 1970 1477 1478 1488 1487; 1971 1355 1479 1489 1358;
1972 1479 1480 1490 1489; 1973 1480 1481 1491 1490; 1974 1481 1482 1492 1491;
1975 1482 1483 1493 1492; 1976 1483 1484 1494 1493; 1977 1484 1485 1495 1494;
1978 1485 1486 1496 1495; 1979 1486 1487 1497 1496; 1981 1487 1488 1498 1497;
1982 1358 1489 1499 1361; 1983 1489 1490 1500 1499; 1984 1490 1491 1501 1500;
1985 1491 1492 1502 1501; 1986 1492 1493 1503 1502; 1987 1493 1494 1504 1503;
1988 1494 1495 1505 1504; 1989 1495 1496 1506 1505; 1990 1496 1497 1507 1506;
1992 1497 1498 1508 1507; 1993 1361 1499 1411 152; 1994 1499 1500 1409 1411;
1995 1500 1501 1407 1409; 1996 1501 1502 1405 1407; 1997 1502 1503 1403 1405;
1998 1503 1504 1401 1403; 1999 1504 1505 1399 1401; 2000 1505 1506 1397 1399;
2001 1506 1507 1395 1397; 2002 1507 1508 140 1395; 2054 1519 1528 1529 1530;
2056 1528 1531 1532 1529; 2057 1531 1522 1533 1532; 2058 1530 1529 1534 1535;
2059 1529 1532 1536 1534; 2060 1532 1533 1537 1536; 2061 1535 1534 1538 1523;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
2062 1534 1536 1539 1538; 2063 1536 1537 1524 1539; 2065 1522 1540 1541 1533;
2067 1540 1542 1543 1541; 2068 1542 1520 1544 1543; 2069 1533 1541 1545 1537;
2070 1541 1543 1546 1545; 2071 1543 1544 1547 1546; 2072 1537 1545 1548 1524;
2073 1545 1546 1549 1548; 2074 1546 1547 1525 1549; 2075 1523 1538 1550 1551;
2076 1538 1539 1552 1550; 2077 1539 1524 1553 1552; 2078 1551 1550 1554 1555;
2079 1550 1552 1556 1554; 2080 1552 1553 1557 1556; 2081 1555 1554 1558 1559;
2082 1554 1556 1560 1558; 2083 1556 1557 1561 1560; 2084 1559 1558 1562 1563;
2085 1558 1560 1564 1562; 2086 1560 1561 1565 1564; 2087 1563 1562 1566 1567;
2088 1562 1564 1568 1566; 2089 1564 1565 1569 1568; 2090 1567 1566 1570 1571;
2091 1566 1568 1572 1570; 2092 1568 1569 1573 1572; 2093 1571 1570 1574 1575;
2094 1570 1572 1576 1574; 2095 1572 1573 1577 1576; 2096 1575 1574 1578 1579;
2097 1574 1576 1580 1578; 2098 1576 1577 1581 1580; 2099 1579 1578 1582 1583;
2100 1578 1580 1584 1582; 2101 1580 1581 1585 1584; 2103 1583 1582 1586 1516;
2105 1582 1584 1587 1586; 2106 1584 1585 1521 1587; 2107 1524 1548 1588 1589;
2108 1548 1549 1590 1588; 2109 1549 1525 1591 1590; 2110 1589 1588 1592 1593;
2111 1588 1590 1594 1592; 2112 1590 1591 1595 1594; 2113 1593 1592 1596 1597;
2114 1592 1594 1598 1596; 2115 1594 1595 1599 1598; 2116 1597 1596 1600 1601;
2117 1596 1598 1602 1600; 2118 1598 1599 1603 1602; 2119 1601 1600 1604 1605;
2120 1600 1602 1606 1604; 2121 1602 1603 1607 1606; 2122 1605 1604 1608 1609;
2123 1604 1606 1610 1608; 2124 1606 1607 1611 1610; 2125 1609 1608 1612 1613;
2126 1608 1610 1614 1612; 2127 1610 1611 1615 1614; 2128 1613 1612 1616 1617;
2129 1612 1614 1618 1616; 2130 1614 1615 1619 1618; 2131 1617 1616 1620 1621;
2132 1616 1618 1622 1620; 2133 1618 1619 1623 1622; 2134 1621 1620 753 696;
2135 1620 1622 756 753; 2136 1622 1623 127 756; 2185 1644 1645 1646 1647;
2187 1645 1648 1649 1646; 2189 1648 1650 1651 1649; 2191 1650 1652 1653 1651;
2193 1652 1642 1654 1653; 2195 1647 1646 1655 1656; 2196 1646 1649 1657 1655;
2197 1649 1651 1658 1657; 2198 1651 1653 1659 1658; 2200 1653 1654 1660 1659;
2201 1656 1655 758 151; 2202 1655 1657 761 758; 2203 1657 1658 763 761;
2204 1658 1659 765 763; 2205 1659 1660 138 765; 2208 1643 1661 1662 1663;
2210 1661 1664 1665 1662; 2212 1664 1666 1667 1665; 2214 1666 1668 1669 1667;
2215 1668 1644 1647 1669; 2217 1663 1662 1670 1671; 2218 1662 1665 1672 1670;
2219 1665 1667 1673 1672; 2220 1667 1669 1674 1673; 2221 1669 1647 1656 1674;
2222 1671 1670 832 149; 2223 1670 1672 835 832; 2224 1672 1673 837 835;
2225 1673 1674 839 837; 2226 1674 1656 151 839; 2229 1641 1675 1676 1677;
2231 1675 1678 1679 1676; 2233 1678 1680 1681 1679; 2235 1680 1682 1683 1681;
2236 1682 1643 1663 1683; 2238 1677 1676 1684 1685; 2239 1676 1679 1686 1684;
2240 1679 1681 1687 1686; 2241 1681 1683 1688 1687; 2242 1683 1663 1671 1688;
2243 1685 1684 895 137; 2244 1684 1686 898 895; 2245 1686 1687 900 898;
2246 1687 1688 902 900; 2247 1688 1671 149 902; 2250 1639 1689 1690 1691;
2252 1689 1692 1693 1690; 2254 1692 1694 1695 1693; 2256 1694 1696 1697 1695;
2257 1696 1641 1677 1697; 2259 1691 1690 1698 1699; 2260 1690 1693 1700 1698;
2261 1693 1695 1701 1700; 2262 1695 1697 1702 1701; 2263 1697 1677 1685 1702;
2264 1699 1698 1053 136; 2265 1698 1700 1060 1053; 2266 1700 1701 1066 1060;
2267 1701 1702 1059 1066; 2268 1702 1685 137 1059; 2271 1640 1703 1704 1705;
2273 1703 1706 1707 1704; 2275 1706 1708 1709 1707; 2276 1708 1639 1691 1709;
2278 1705 1704 1710 1711; 2279 1704 1707 1712 1710; 2280 1707 1709 1713 1712;
2281 1709 1691 1699 1713; 2282 1711 1710 958 146; 2283 1710 1712 961 958;
2284 1712 1713 963 961; 2285 1713 1699 136 963; 2288 1638 1714 1715 1716;
2290 1714 1717 1718 1715; 2292 1717 1719 1720 1718; 2293 1719 1640 1705 1720;
2295 1716 1715 1721 1722; 2296 1715 1718 1723 1721; 2297 1718 1720 1724 1723;
2298 1720 1705 1711 1724; 2299 1722 1721 1067 135; 2300 1721 1723 1070 1067;
2301 1723 1724 1072 1070; 2302 1724 1711 146 1072; 2305 1637 1725 1726 1727;
2307 1725 1728 1729 1726; 2309 1728 1730 1731 1729; 2310 1730 1638 1716 1731;
2312 1727 1726 1732 1733; 2313 1726 1729 1734 1732; 2314 1729 1731 1735 1734;
2315 1731 1716 1722 1735; 2316 1733 1732 1121 134; 2317 1732 1734 1124 1121;
2318 1734 1735 1126 1124; 2319 1735 1722 135 1126; 2376 1756 1757 1785 1759;
2377 1757 1758 1786 1785; 2378 1758 1760 1787 1786; 2379 1760 1761 1788 1787;
2380 1761 1762 1763 1788; 2381 1759 1785 1789 1742; 2382 1785 1786 1790 1789;
2383 1786 1787 1791 1790; 2384 1787 1788 1792 1791; 2385 1788 1763 1743 1792;
2386 1742 1789 153 123; 2387 1789 1790 156 153; 2388 1790 1791 158 156;
2389 1791 1792 160 158; 2390 1792 1743 101 160; 2391 1754 1755 1793 1765;
2392 1755 1764 1794 1793; 2393 1764 1766 1795 1794; 2394 1766 1767 1796 1795;
2395 1767 1756 1759 1796; 2396 1765 1793 1797 1741; 2397 1793 1794 1798 1797;
2398 1794 1795 1799 1798; 2399 1795 1796 1800 1799; 2400 1796 1759 1742 1800;
2401 1741 1797 227 122; 2402 1797 1798 230 227; 2403 1798 1799 232 230;
2404 1799 1800 234 232; 2405 1800 1742 123 234; 2406 1752 1753 1801 1769;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
2407 1753 1768 1802 1801; 2408 1768 1770 1803 1802; 2409 1770 1771 1804 1803;
2410 1771 1754 1765 1804; 2411 1769 1801 1805 1740; 2412 1801 1802 1806 1805;
2413 1802 1803 1807 1806; 2414 1803 1804 1808 1807; 2415 1804 1765 1741 1808;
2416 1740 1805 290 119; 2417 1805 1806 293 290; 2418 1806 1807 295 293;
2419 1807 1808 297 295; 2420 1808 1741 122 297; 2421 1750 1751 1809 1773;
2422 1751 1772 1810 1809; 2423 1772 1774 1811 1810; 2424 1774 1775 1812 1811;
2425 1775 1752 1769 1812; 2426 1773 1809 1813 1736; 2427 1809 1810 1814 1813;
2428 1810 1811 1815 1814; 2429 1811 1812 1816 1815; 2430 1812 1769 1740 1816;
2431 1736 1813 448 104; 2432 1813 1814 455 448; 2433 1814 1815 461 455;
2434 1815 1816 454 461; 2435 1816 1740 119 454; 2436 1748 1749 1817 1777;
2437 1749 1776 1818 1817; 2438 1776 1778 1819 1818; 2439 1778 1750 1773 1819;
2440 1777 1817 1820 1737; 2441 1817 1818 1821 1820; 2442 1818 1819 1822 1821;
2443 1819 1773 1736 1822; 2444 1737 1820 353 115; 2445 1820 1821 356 353;
2446 1821 1822 358 356; 2447 1822 1736 104 358; 2448 1746 1747 1823 1780;
2449 1747 1779 1824 1823; 2450 1779 1781 1825 1824; 2451 1781 1748 1777 1825;
2452 1780 1823 1826 1738; 2453 1823 1824 1827 1826; 2454 1824 1825 1828 1827;
2455 1825 1777 1737 1828; 2456 1738 1826 462 113; 2457 1826 1827 465 462;
2458 1827 1828 467 465; 2459 1828 1737 115 467; 2460 1744 1745 1829 1783;
2461 1745 1782 1830 1829; 2462 1782 1784 1831 1830; 2463 1784 1746 1780 1831;
2464 1783 1829 1832 1739; 2465 1829 1830 1833 1832; 2466 1830 1831 1834 1833;
2467 1831 1780 1738 1834; 2468 1739 1832 516 107; 2469 1832 1833 519 516;
2470 1833 1834 521 519; 2471 1834 1738 113 521; 2485 131 1839 1840 1222;
2487 1839 1841 1842 1840; 2489 1841 1843 1844 1842; 2491 1843 1845 1846 1844;
2493 1845 1847 1848 1846; 2495 1847 1849 1850 1848; 2497 1849 1851 1852 1850;
2499 1851 1853 1854 1852; 2501 1853 1855 1856 1854; 2503 1855 1857 1858 1856;
2505 1857 1859 1860 1858; 2507 1859 1861 1862 1860; 2509 1861 1632 1863 1862;
2510 1222 1840 1864 1221; 2511 1840 1842 1865 1864; 2512 1842 1844 1866 1865;
2513 1844 1846 1867 1866; 2514 1846 1848 1868 1867; 2515 1848 1850 1869 1868;
2516 1850 1852 1870 1869; 2517 1852 1854 1871 1870; 2518 1854 1856 1872 1871;
2519 1856 1858 1873 1872; 2520 1858 1860 1874 1873; 2521 1860 1862 1875 1874;
2523 1862 1863 1876 1875; 2524 1221 1864 1877 1220; 2525 1864 1865 1878 1877;
2526 1865 1866 1879 1878; 2527 1866 1867 1880 1879; 2528 1867 1868 1881 1880;
2529 1868 1869 1882 1881; 2530 1869 1870 1883 1882; 2531 1870 1871 1884 1883;
2532 1871 1872 1885 1884; 2533 1872 1873 1886 1885; 2534 1873 1874 1887 1886;
2535 1874 1875 1888 1887; 2537 1875 1876 1889 1888; 2539 1220 1877 1890 130;
2541 1877 1878 1891 1890; 2543 1878 1879 1892 1891; 2545 1879 1880 1893 1892;
2547 1880 1881 1894 1893; 2549 1881 1882 1895 1894; 2551 1882 1883 1896 1895;
2553 1883 1884 1897 1896; 2555 1884 1885 1898 1897; 2557 1885 1886 1899 1898;
2559 1886 1887 1900 1899; 2561 1887 1888 1901 1900; 2562 1888 1889 1631 1901;
2564 148 1902 1903 1261; 2566 1902 1904 1905 1903; 2568 1904 1906 1907 1905;
2570 1906 1908 1909 1907; 2572 1908 1910 1911 1909; 2574 1910 1912 1913 1911;
2576 1912 1914 1915 1913; 2578 1914 1916 1917 1915; 2580 1916 1918 1919 1917;
2582 1918 1920 1921 1919; 2584 1920 1922 1923 1921; 2586 1922 1924 1925 1923;
2588 1924 1633 1926 1925; 2589 1261 1903 1927 1260; 2590 1903 1905 1928 1927;
2591 1905 1907 1929 1928; 2592 1907 1909 1930 1929; 2593 1909 1911 1931 1930;
2594 1911 1913 1932 1931; 2595 1913 1915 1933 1932; 2596 1915 1917 1934 1933;
2597 1917 1919 1935 1934; 2598 1919 1921 1936 1935; 2599 1921 1923 1937 1936;
2600 1923 1925 1938 1937; 2602 1925 1926 1939 1938; 2603 1260 1927 1940 1259;
2604 1927 1928 1941 1940; 2605 1928 1929 1942 1941; 2606 1929 1930 1943 1942;
2607 1930 1931 1944 1943; 2608 1931 1932 1945 1944; 2609 1932 1933 1946 1945;
2610 1933 1934 1947 1946; 2611 1934 1935 1948 1947; 2612 1935 1936 1949 1948;
2613 1936 1937 1950 1949; 2614 1937 1938 1951 1950; 2616 1938 1939 1952 1951;
2617 1259 1940 1839 131; 2618 1940 1941 1841 1839; 2619 1941 1942 1843 1841;
2620 1942 1943 1845 1843; 2621 1943 1944 1847 1845; 2622 1944 1945 1849 1847;
2623 1945 1946 1851 1849; 2624 1946 1947 1853 1851; 2625 1947 1948 1855 1853;
2626 1948 1949 1857 1855; 2627 1949 1950 1859 1857; 2628 1950 1951 1861 1859;
2629 1951 1952 1632 1861; 2631 132 1953 1954 1299; 2633 1953 1955 1956 1954;
2635 1955 1957 1958 1956; 2637 1957 1959 1960 1958; 2639 1959 1961 1962 1960;
2641 1961 1963 1964 1962; 2643 1963 1965 1966 1964; 2645 1965 1967 1968 1966;
2647 1967 1969 1970 1968; 2649 1969 1971 1972 1970; 2651 1971 1973 1974 1972;
2653 1973 1975 1976 1974; 2655 1975 1634 1977 1976; 2656 1299 1954 1978 1298;
2657 1954 1956 1979 1978; 2658 1956 1958 1980 1979; 2659 1958 1960 1981 1980;
2660 1960 1962 1982 1981; 2661 1962 1964 1983 1982; 2662 1964 1966 1984 1983;
2663 1966 1968 1985 1984; 2664 1968 1970 1986 1985; 2665 1970 1972 1987 1986;
2666 1972 1974 1988 1987; 2667 1974 1976 1989 1988; 2669 1976 1977 1990 1989;
2670 1298 1978 1991 1297; 2671 1978 1979 1992 1991; 2672 1979 1980 1993 1992;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
2673 1980 1981 1994 1993; 2674 1981 1982 1995 1994; 2675 1982 1983 1996 1995;
2676 1983 1984 1997 1996; 2677 1984 1985 1998 1997; 2678 1985 1986 1999 1998;
2679 1986 1987 2000 1999; 2680 1987 1988 2001 2000; 2681 1988 1989 2002 2001;
2683 1989 1990 2003 2002; 2684 1297 1991 1902 148; 2685 1991 1992 1904 1902;
2686 1992 1993 1906 1904; 2687 1993 1994 1908 1906; 2688 1994 1995 1910 1908;
2689 1995 1996 1912 1910; 2690 1996 1997 1914 1912; 2691 1997 1998 1916 1914;
2692 1998 1999 1918 1916; 2693 1999 2000 1920 1918; 2694 2000 2001 1922 1920;
2695 2001 2002 1924 1922; 2696 2002 2003 1633 1924; 2698 1380 2004 2005 1383;
2700 2004 2006 2007 2005; 2702 2006 2008 2009 2007; 2704 2008 2010 2011 2009;
2706 2010 2012 2013 2011; 2708 2012 2014 2015 2013; 2710 2014 2016 2017 2015;
2712 2016 2018 2019 2017; 2714 2018 2020 2021 2019; 2716 2020 2022 2023 2021;
2718 2022 2024 2025 2023; 2720 2024 2026 2027 2025; 2721 2026 1636 2028 2027;
2722 1383 2005 2029 1386; 2723 2005 2007 2030 2029; 2724 2007 2009 2031 2030;
2725 2009 2011 2032 2031; 2726 2011 2013 2033 2032; 2727 2013 2015 2034 2033;
2728 2015 2017 2035 2034; 2729 2017 2019 2036 2035; 2730 2019 2021 2037 2036;
2731 2021 2023 2038 2037; 2732 2023 2025 2039 2038; 2733 2025 2027 2040 2039;
2734 2027 2028 2041 2040; 2735 1386 2029 2042 1389; 2736 2029 2030 2043 2042;
2737 2030 2031 2044 2043; 2738 2031 2032 2045 2044; 2739 2032 2033 2046 2045;
2740 2033 2034 2047 2046; 2741 2034 2035 2048 2047; 2742 2035 2036 2049 2048;
2743 2036 2037 2050 2049; 2744 2037 2038 2051 2050; 2745 2038 2039 2052 2051;
2746 2039 2040 2053 2052; 2747 2040 2041 2054 2053; 2748 1389 2042 2055 1392;
2749 2042 2043 2056 2055; 2750 2043 2044 2057 2056; 2751 2044 2045 2058 2057;
2752 2045 2046 2059 2058; 2753 2046 2047 2060 2059; 2754 2047 2048 2061 2060;
2755 2048 2049 2062 2061; 2756 2049 2050 2063 2062; 2757 2050 2051 2064 2063;
2758 2051 2052 2065 2064; 2759 2052 2053 2066 2065; 2760 2053 2054 2067 2066;
2761 1392 2055 1953 132; 2762 2055 2056 1955 1953; 2763 2056 2057 1957 1955;
2764 2057 2058 1959 1957; 2765 2058 2059 1961 1959; 2766 2059 2060 1963 1961;
2767 2060 2061 1965 1963; 2768 2061 2062 1967 1965; 2769 2062 2063 1969 1967;
2770 2063 2064 1971 1969; 2771 2064 2065 1973 1971; 2772 2065 2066 1975 1973;
2773 2066 2067 1634 1975; 2776 1380 1377 2069 2004; 2777 1377 1374 2070 2069;
2778 1374 1371 2071 2070; 2779 1371 1368 2072 2071; 2781 1368 133 2073 2072;
2782 2004 2069 2074 2006; 2783 2069 2070 2075 2074; 2784 2070 2071 2076 2075;
2785 2071 2072 2077 2076; 2787 2072 2073 2078 2077; 2788 2006 2074 2079 2008;
2789 2074 2075 2080 2079; 2790 2075 2076 2081 2080; 2791 2076 2077 2082 2081;
2793 2077 2078 2083 2082; 2794 2008 2079 2084 2010; 2795 2079 2080 2085 2084;
2796 2080 2081 2086 2085; 2797 2081 2082 2087 2086; 2799 2082 2083 2088 2087;
2800 2010 2084 2089 2012; 2801 2084 2085 2090 2089; 2802 2085 2086 2091 2090;
2803 2086 2087 2092 2091; 2805 2087 2088 2093 2092; 2806 2012 2089 2094 2014;
2807 2089 2090 2095 2094; 2808 2090 2091 2096 2095; 2809 2091 2092 2097 2096;
2810 2092 2093 2068 2097; 2812 2098 2099 2100; 2813 2101 2020 2102;
2815 2101 2102 2103; 2817 2102 2099 2104; 2818 2105 2022 2101;
2821 2105 2106 2107; 2823 2026 2107 2108; 2824 2026 2024 2107;
2825 2026 2108 1636; 2826 2102 2109 2099; 2828 2098 2110 2099;
2829 2111 2112 2095; 2830 2111 2113 2018; 2831 2112 2014 2094;
2832 2112 2016 2014; 2833 2098 2097 2068; 2834 2098 2100 2096;
2835 2100 2095 2096; 2836 2113 2099 2109; 2837 2109 2020 2018;
2838 2102 2020 2109; 2839 2099 2110 2104; 2840 2113 2100 2099;
2841 2111 2016 2112; 2842 2112 2094 2095; 2843 2111 2100 2113;
2844 2113 2109 2018; 2845 2101 2022 2020; 2846 2102 2104 2103;
2847 2105 2024 2022; 2848 2101 2103 2106; 2849 2111 2095 2100;
2850 2111 2018 2016; 2851 2098 2068 2110; 2852 2098 2096 2097;
2853 2105 2107 2024; 2854 2105 2101 2106; 2857 2114 2115 2116;
2858 2116 2115 1627; 2860 2117 2116 2118; 2862 1636 2119 2028;
2863 2117 2054 2116; 2865 2067 2120 1634; 2867 2114 2121 2115;
2868 2122 2114 2054; 2870 2122 2041 2123; 2871 2123 2041 2028;
2872 2119 2123 2028; 2873 2117 2067 2054; 2874 2116 1627 2118;
2875 2122 2121 2114; 2876 2114 2116 2054; 2877 2117 2120 2067;
2878 2117 2118 2120; 2879 2122 2123 2121; 2880 2122 2054 2041;
2882 117 2124 2125 617; 2884 2124 2126 2127 2125; 2886 2126 2128 2129 2127;
2888 2128 2130 2131 2129; 2890 2130 2132 2133 2131; 2892 2132 2134 2135 2133;
2894 2134 2136 2137 2135; 2896 2136 2138 2139 2137; 2898 2138 2140 2141 2139;
2900 2140 2142 2143 2141; 2902 2142 2144 2145 2143; 2904 2144 2146 2147 2145;
2906 2146 1835 2148 2147; 2907 617 2125 2149 616; 2908 2125 2127 2150 2149;
2909 2127 2129 2151 2150; 2910 2129 2131 2152 2151; 2911 2131 2133 2153 2152;
2912 2133 2135 2154 2153; 2913 2135 2137 2155 2154; 2914 2137 2139 2156 2155;
2915 2139 2141 2157 2156; 2916 2141 2143 2158 2157; 2917 2143 2145 2159 2158;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
2918 2145 2147 2160 2159; 2920 2147 2148 2161 2160; 2921 616 2149 2162 615;
2922 2149 2150 2163 2162; 2923 2150 2151 2164 2163; 2924 2151 2152 2165 2164;
2925 2152 2153 2166 2165; 2926 2153 2154 2167 2166; 2927 2154 2155 2168 2167;
2928 2155 2156 2169 2168; 2929 2156 2157 2170 2169; 2930 2157 2158 2171 2170;
2931 2158 2159 2172 2171; 2932 2159 2160 2173 2172; 2934 2160 2161 2174 2173;
2936 615 2162 2175 78; 2938 2162 2163 2176 2175; 2940 2163 2164 2177 2176;
2942 2164 2165 2178 2177; 2944 2165 2166 2179 2178; 2946 2166 2167 2180 2179;
2948 2167 2168 2181 2180; 2950 2168 2169 2182 2181; 2952 2169 2170 2183 2182;
2954 2170 2171 2184 2183; 2956 2171 2172 2185 2184; 2958 2172 2173 2186 2185;
2959 2173 2174 1630 2186; 2961 118 2187 2188 656; 2963 2187 2189 2190 2188;
2965 2189 2191 2192 2190; 2967 2191 2193 2194 2192; 2969 2193 2195 2196 2194;
2971 2195 2197 2198 2196; 2973 2197 2199 2200 2198; 2975 2199 2201 2202 2200;
2977 2201 2203 2204 2202; 2979 2203 2205 2206 2204; 2981 2205 2207 2208 2206;
2983 2207 2209 2210 2208; 2985 2209 1836 2211 2210; 2986 656 2188 2212 655;
2987 2188 2190 2213 2212; 2988 2190 2192 2214 2213; 2989 2192 2194 2215 2214;
2990 2194 2196 2216 2215; 2991 2196 2198 2217 2216; 2992 2198 2200 2218 2217;
2993 2200 2202 2219 2218; 2994 2202 2204 2220 2219; 2995 2204 2206 2221 2220;
2996 2206 2208 2222 2221; 2997 2208 2210 2223 2222; 2999 2210 2211 2224 2223;
3000 655 2212 2225 654; 3001 2212 2213 2226 2225; 3002 2213 2214 2227 2226;
3003 2214 2215 2228 2227; 3004 2215 2216 2229 2228; 3005 2216 2217 2230 2229;
3006 2217 2218 2231 2230; 3007 2218 2219 2232 2231; 3008 2219 2220 2233 2232;
3009 2220 2221 2234 2233; 3010 2221 2222 2235 2234; 3011 2222 2223 2236 2235;
3013 2223 2224 2237 2236; 3014 654 2225 2124 117; 3015 2225 2226 2126 2124;
3016 2226 2227 2128 2126; 3017 2227 2228 2130 2128; 3018 2228 2229 2132 2130;
3019 2229 2230 2134 2132; 3020 2230 2231 2136 2134; 3021 2231 2232 2138 2136;
3022 2232 2233 2140 2138; 3023 2233 2234 2142 2140; 3024 2234 2235 2144 2142;
3025 2235 2236 2146 2144; 3026 2236 2237 1835 2146; 3028 82 2238 2239 694;
3030 2238 2240 2241 2239; 3032 2240 2242 2243 2241; 3034 2242 2244 2245 2243;
3036 2244 2246 2247 2245; 3038 2246 2248 2249 2247; 3040 2248 2250 2251 2249;
3042 2250 2252 2253 2251; 3044 2252 2254 2255 2253; 3046 2254 2256 2257 2255;
3048 2256 2258 2259 2257; 3050 2258 2260 2261 2259; 3052 2260 1837 2262 2261;
3053 694 2239 2263 693; 3054 2239 2241 2264 2263; 3055 2241 2243 2265 2264;
3056 2243 2245 2266 2265; 3057 2245 2247 2267 2266; 3058 2247 2249 2268 2267;
3059 2249 2251 2269 2268; 3060 2251 2253 2270 2269; 3061 2253 2255 2271 2270;
3062 2255 2257 2272 2271; 3063 2257 2259 2273 2272; 3064 2259 2261 2274 2273;
3066 2261 2262 2275 2274; 3067 693 2263 2276 692; 3068 2263 2264 2277 2276;
3069 2264 2265 2278 2277; 3070 2265 2266 2279 2278; 3071 2266 2267 2280 2279;
3072 2267 2268 2281 2280; 3073 2268 2269 2282 2281; 3074 2269 2270 2283 2282;
3075 2270 2271 2284 2283; 3076 2271 2272 2285 2284; 3077 2272 2273 2286 2285;
3078 2273 2274 2287 2286; 3080 2274 2275 2288 2287; 3081 692 2276 2187 118;
3082 2276 2277 2189 2187; 3083 2277 2278 2191 2189; 3084 2278 2279 2193 2191;
3085 2279 2280 2195 2193; 3086 2280 2281 2197 2195; 3087 2281 2282 2199 2197;
3088 2282 2283 2201 2199; 3089 2283 2284 2203 2201; 3090 2284 2285 2205 2203;
3091 2285 2286 2207 2205; 3092 2286 2287 2209 2207; 3093 2287 2288 1836 2209;
3095 1427 2289 2290 1430; 3097 2289 2291 2292 2290; 3099 2291 2293 2294 2292;
3101 2293 2295 2296 2294; 3103 2295 2297 2298 2296; 3105 2297 2299 2300 2298;
3107 2299 2301 2302 2300; 3109 2301 2303 2304 2302; 3111 2303 2305 2306 2304;
3113 2305 2307 2308 2306; 3115 2307 2309 2310 2308; 3117 2309 2311 2312 2310;
3118 2311 1838 2313 2312; 3119 1430 2290 2314 1433; 3120 2290 2292 2315 2314;
3121 2292 2294 2316 2315; 3122 2294 2296 2317 2316; 3123 2296 2298 2318 2317;
3124 2298 2300 2319 2318; 3125 2300 2302 2320 2319; 3126 2302 2304 2321 2320;
3127 2304 2306 2322 2321; 3128 2306 2308 2323 2322; 3129 2308 2310 2324 2323;
3130 2310 2312 2325 2324; 3131 2312 2313 2326 2325; 3132 1433 2314 2327 1436;
3133 2314 2315 2328 2327; 3134 2315 2316 2329 2328; 3135 2316 2317 2330 2329;
3136 2317 2318 2331 2330; 3137 2318 2319 2332 2331; 3138 2319 2320 2333 2332;
3139 2320 2321 2334 2333; 3140 2321 2322 2335 2334; 3141 2322 2323 2336 2335;
3142 2323 2324 2337 2336; 3143 2324 2325 2338 2337; 3144 2325 2326 2339 2338;
3145 1436 2327 2340 1439; 3146 2327 2328 2341 2340; 3147 2328 2329 2342 2341;
3148 2329 2330 2343 2342; 3149 2330 2331 2344 2343; 3150 2331 2332 2345 2344;
3151 2332 2333 2346 2345; 3152 2333 2334 2347 2346; 3153 2334 2335 2348 2347;
3154 2335 2336 2349 2348; 3155 2336 2337 2350 2349; 3156 2337 2338 2351 2350;
3157 2338 2339 2352 2351; 3158 1439 2340 2238 82; 3159 2340 2341 2240 2238;
3160 2341 2342 2242 2240; 3161 2342 2343 2244 2242; 3162 2343 2344 2246 2244;
3163 2344 2345 2248 2246; 3164 2345 2346 2250 2248; 3165 2346 2347 2252 2250;
3166 2347 2348 2254 2252; 3167 2348 2349 2256 2254; 3168 2349 2350 2258 2256;
3169 2350 2351 2260 2258; 3170 2351 2352 1837 2260; 3171 1427 1424 2353 2289;
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
3172 1424 1421 2354 2353; 3173 1421 1418 2355 2354; 3174 1418 1415 2356 2355;
3176 1415 79 2357 2356; 3177 2289 2353 2358 2291; 3178 2353 2354 2359 2358;
3179 2354 2355 2360 2359; 3180 2355 2356 2361 2360; 3182 2356 2357 2362 2361;
3183 2291 2358 2363 2293; 3184 2358 2359 2364 2363; 3185 2359 2360 2365 2364;
3186 2360 2361 2366 2365; 3188 2361 2362 2367 2366; 3189 2293 2363 2368 2295;
3190 2363 2364 2369 2368; 3191 2364 2365 2370 2369; 3192 2365 2366 2371 2370;
3194 2366 2367 2372 2371; 3195 2295 2368 2373 2297; 3196 2368 2369 2374 2373;
3197 2369 2370 2375 2374; 3198 2370 2371 2376 2375; 3200 2371 2372 2377 2376;
3201 2297 2373 2378 2299; 3202 2373 2374 2379 2378; 3203 2374 2375 2380 2379;
3204 2375 2376 2381 2380; 3206 2376 2377 2382 2381; 3207 2383 2384 2385;
3208 2386 2305 2387; 3210 2386 2387 2388; 3212 2387 2384 2389;
3213 2390 2307 2386; 3216 2390 2391 2392; 3218 2311 2392 2393;
3219 2311 2309 2392; 3220 2311 2393 1838; 3221 2387 2394 2384;
3223 2383 2395 2384; 3224 2396 2397 2379; 3225 2396 2398 2303;
3226 2397 2299 2378; 3227 2397 2301 2299; 3228 2383 2381 2382;
3229 2383 2385 2380; 3230 2385 2379 2380; 3231 2398 2384 2394;
3232 2394 2305 2303; 3233 2387 2305 2394; 3234 2384 2395 2389;
3235 2398 2385 2384; 3236 2396 2301 2397; 3237 2397 2378 2379;
3238 2396 2385 2398; 3239 2398 2394 2303; 3240 2386 2307 2305;
3241 2387 2389 2388; 3242 2390 2309 2307; 3243 2386 2388 2391;
3244 2396 2379 2385; 3245 2396 2303 2301; 3246 2383 2382 2395;
3247 2383 2380 2381; 3248 2390 2392 2309; 3249 2390 2386 2391;
3251 2399 2400 2401; 3252 2401 2400 1626; 3254 2402 2401 2403;
3256 1838 2404 2313; 3257 2402 2339 2401; 3259 2352 2405 1837;
3261 2399 2406 2400; 3262 2407 2399 2339; 3264 2407 2326 2408;
3265 2408 2326 2313; 3266 2404 2408 2313; 3267 2402 2352 2339;
3268 2401 1626 2403; 3269 2407 2406 2399; 3270 2399 2401 2339;
3271 2402 2405 2352; 3272 2402 2403 2405; 3273 2407 2408 2406;
3274 2407 2339 2326; 3288 2414 2409 2415 2416; 3289 2416 2415 1641 1696;
3290 2413 2414 2416 2417; 3291 2417 2416 1696 1694; 3292 2412 2413 2417 2418;
3293 2418 2417 1694 1692; 3295 2409 2419 2420 2415; 3297 2419 2421 2422 2420;
3299 2421 2423 2424 2422; 3301 2423 2425 2426 2424; 3303 2425 2427 2428 2426;
3305 2427 2429 2430 2428; 3307 2429 2431 2432 2430; 3309 2431 2433 2434 2432;
3311 2433 2435 2436 2434; 3313 2435 2437 2438 2436; 3315 2437 2439 2440 2438;
3317 2439 2441 2442 2440; 3319 2441 2443 2444 2442; 3321 2443 2445 2446 2444;
3323 2445 2410 2447 2446; 3324 2415 2420 1675 1641; 3325 2420 2422 1678 1675;
3326 2422 2424 1680 1678; 3327 2424 2426 1682 1680; 3328 2426 2428 1643 1682;
3329 2428 2430 1661 1643; 3330 2430 2432 1664 1661; 3331 2432 2434 1666 1664;
3332 2434 2436 1668 1666; 3333 2436 2438 1644 1668; 3334 2438 2440 1645 1644;
3335 2440 2442 1648 1645; 3336 2442 2444 1650 1648; 3337 2444 2446 1652 1650;
3338 2446 2447 1642 1652; 3339 2412 2418 2411; 3340 2411 2418 1692 1689;
3341 2411 1689 1639; 3374 2455 2450 2448 2472; 3375 2472 2448 1752 1775;
3376 2454 2455 2472 2473; 3377 2473 2472 1775 1774; 3378 2453 2454 2473 2474;
3379 2474 2473 1774 1772; 3380 2450 2451 2475 2448; 3381 2451 2456 2476 2475;
3382 2456 2457 2477 2476; 3383 2457 2458 2478 2477; 3384 2458 2459 2470 2478;
3385 2459 2460 2479 2470; 3386 2460 2461 2480 2479; 3387 2461 2462 2481 2480;
3388 2462 2463 2482 2481; 3389 2463 2464 2471 2482; 3390 2464 2465 2483 2471;
3391 2465 2466 2484 2483; 3392 2466 2467 2485 2484; 3393 2467 2468 2486 2485;
3394 2468 2469 2449 2486; 3395 2448 2475 1753 1752; 3396 2475 2476 1768 1753;
3397 2476 2477 1770 1768; 3398 2477 2478 1771 1770; 3399 2478 2470 1754 1771;
3400 2470 2479 1755 1754; 3401 2479 2480 1764 1755; 3402 2480 2481 1766 1764;
3403 2481 2482 1767 1766; 3404 2482 2471 1756 1767; 3405 2471 2483 1757 1756;
3406 2483 2484 1758 1757; 3407 2484 2485 1760 1758; 3408 2485 2486 1761 1760;
3409 2486 2449 1762 1761; 3410 2453 2474 2452; 3411 2452 2474 1772 1751;
3412 2452 1751 1750; 3466 126 736 721 683; 3467 736 127 721;
3507 747 748 752 2489; 3508 668 747 2489 672; 3509 672 2489 755 676;
3510 2489 752 755; 3511 143 1340 1325 1288; 3512 1340 152 1325;
3513 1351 1352 1357 2490; 3514 1273 1351 2490 1277; 3515 1277 2490 1360 1281;
3516 2490 1357 1360;
START GROUP DEFINITION
ELEMENT
_BOT_SLAB 132 134 136 138 140 142 TO 145 147 149 TO 152 154 156 TO 159 161 163 TO 166 168 170 TO 173 175 177 TO 180 182 184 TO 187 189 191 TO 194 196 198 TO 201 203 205 TO 208 210 212 214 216 218 219 222 224 226 228 229 231 232 TO 235 237 TO 241 243 TO 247 249 TO 253 255 TO 259 261 TO 265 267 TO 271 273 TO 277 279 TO 283 285 TO 289 291 293 295 297 298 301 303 305 307 308 -
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
310 TO 314 316 TO 320 322 TO 326 328 TO 332 334 TO 338 340 TO 344 346 TO 350 352 TO 356 358 TO 362 364 TO 368 370 372 374 376 377 381 383 385 387 389 TO 391 393 395 TO 397 399 401 TO 403 405 407 TO 409 411 413 TO 415 417 419 TO 421 423 425 TO 427 429 431 TO 433 435 437 TO 439 441 443 TO 445 447 449 TO 451 453 455 457 459 TO 482 484 TO 487 489 490 492 TO 508 510 TO 570 573 575 577 578 580 TO 583 585 TO 588 590 TO 593 595 TO 598 600 601 TO 603 605 TO 608 610 TO 613 615 TO 618 620 TO 623 625 TO 628 630 TO 633 635 637 639 640 643 645 647 648 650 TO 653 655 TO 658 660 TO 663 665 TO 668 670 TO 673 675 TO 678 680 TO 683 685 TO 688 690 TO 693 695 TO 698 700 TO 703 705 707 709 710 712 TO 714 716
_BOT_SLAB 718 TO 720 722 724 TO 726 728 730 TO 732 734 736 TO 738 740 742 743 TO 744 746 748 TO 750 752 754 TO 756 758 760 TO 762 764 766 768 770 771 773 TO 775 777 TO 780 782 TO 785 787 TO 790 792 TO 795 797 TO 800 802 TO 805 807 TO 810 812 TO 815 817 819 821 823 824 826 TO 828 830 TO 833 835 TO 838 840 TO 843 845 TO 848 850 TO 854 856 TO 858 860 TO 863 865 TO 868 870 872 874 876 877 934 940 TO 943 945 TO 949 951 TO 956 958 960 961 963 TO 965 969 971 1878 1880 1881 1883 1884 1886 1887 1889 1890 1892 1893 1895 1896 1898 1899 1901 1902 1904 TO 1906 1909 1910 1912 1913 1915 1916 1918 1919 1921 1922 1924 1925 1927 1928 1930 1931 1933 TO 1936
_TOP_SLAB 978 980 982 984 986 988 TO 991 993 995 TO 998 1000 1002 TO 1005 1007 1009 TO 1012 1014 1016 TO 1019 1021 1023 TO 1026 1028 1030 TO 1033 1035 1037 TO 1040 1042 1044 TO 1047 1049 1051 TO 1054 1056 1058 1060 1062 1064 1065 1068 1070 1072 1074 1075 1077 TO 1081 1083 TO 1087 1089 TO 1093 1095 1096 TO 1099 1101 TO 1105 1107 TO 1111 1113 TO 1117 1119 TO 1123 1125 TO 1129 1131 TO 1135 1137 1139 1141 1143 1144 1147 1149 1151 1153 1154 1156 TO 1160 1162 TO 1166 1168 TO 1172 1174 TO 1178 1180 TO 1184 1186 TO 1190 1192 TO 1196 1198 TO 1202 1204 TO 1208 1210 TO 1214 1216 1218 1220 1222 1223 1226 1228 1230 1232 1234 TO 1236 1238 1240 TO 1242 1244 1246 TO 1248 1250 1252 TO 1254 1256 1258 TO 1260 1262 1264 TO 1266 1268 1270 TO 1272 1274 1276 1277 TO 1278 1280 1282 TO 1284 1286 1288 TO 1290 1292 1294 TO 1296 1298 1300 1302 1304 TO 1327 1329 TO 1332 1334 1335 1337 TO 1353 1355 TO 1415 1418 1420 1422 1423 1425 TO 1428 1430 TO 1433 1435 TO 1438 1440 TO 1443 1445 TO 1448 1450 TO 1453 1455 TO 1458 1460 TO 1463 1465 TO 1468 1470 TO 1473 1475 TO 1478 1480 1482 1484 1485 1488 1490 1492 1493 1495 TO 1498 1500 TO 1503 1505 TO 1508 1510 TO 1513 1515 TO 1518 1520 TO 1523 1525 TO 1528 1530 TO 1533 1535 TO 1538 1540 TO 1543 1545 TO 1548 1550 1552 1554 1555 1557 TO 1559 1561
_TOP_SLAB 1563 TO 1565 1567 1569 TO 1571 1573 1575 TO 1577 1579 1581 TO 1583 1585 1587 TO 1589 1591 1593 TO 1595 1597 1599 TO 1601 1603 1605 TO 1607 1609 1611 1613 1615 TO 1619 1621 TO 1624 1626 TO 1629 1631 TO 1634 1636 TO 1639 1641 TO 1644 1646 TO 1649 1651 TO 1654 1656 TO 1659 1661 1663 1665 1667 TO 1671 1673 TO 1676 1678 TO 1681 1683 TO 1686 1688 TO 1691 1693 TO 1700 1702 TO 1705 1707 TO 1710 1712 1714 1716 1718 1719 1771 1776 1777 TO 1779 1781 TO 1785 1787 TO 1791 1793 1794 1796 1797 1799 TO 1801 1804 1806 1818 1820 1821 1823 1824 1826 1827 1829 1830 1832 1833 1835 1836 1838 1839 1841 1842 1844 TO 1846 1849 1850 1852 1853 1855 1856 1858 1859 1861 1862 1864 1865 1867 1868 1870 1871 1873 TO 1876 1938 TO 1946 1948 TO 1957 1959 TO 1968 1970 TO 1979 1981 TO 1990 1992 TO 2002
_STAIR 2054 2056 TO 2063 2065 2067 TO 2101 2103 2105 TO 2136
_FULL_SLAB 132 134 136 138 140 142 TO 145 147 149 TO 152 154 156 TO 159 161 163 TO 166 168 170 TO 173 175 177 TO 180 182 184 TO 187 189 191 TO 194 196 198 TO 201 203 205 TO 208 210 212 214 216 218 219 222 224 226 228 229 231 232 TO 235 237 TO 241 243 TO 247 249 TO 253 255 TO 259 261 TO 265 267 TO 271 273 TO 277 279 TO 283 285 TO 289 291 293 295 297 298 301 303 305 307 308 310 TO 314 316 TO 320 322 TO 326 328 TO 332 334 TO 338 340 TO 344 346 TO 350 352 TO 356 358 TO 362 364 TO 368 370 372 374 376 377 381 383 385 387 389 TO 391 393 395 TO 397 399 401 TO 403 405 407 TO 409 411 413 TO 415 417 419 TO 421 423 425 TO 427 429 431 TO 433 435 437 TO 439 441 443 TO 445 447 449 TO 451 453 455 457 459 TO 482 484 TO 487 489 490 492 TO 508 510 TO 570 573 575 577 578 580 TO 583 585 TO 588 590 TO 593 595 TO 598 600 601 TO 603 605 TO 608 610 TO 613 615 TO 618 620 TO 623 625 TO 628 630 TO 633 635 637 639 640 643 645 647 648 650 TO 653 655 TO 658 660 TO 663 665 TO 668 670 TO 673 675 TO 678 680 TO 683 685 TO 688 690 TO 693 695 TO 698 700 TO 703 705 707 709 710 712 TO 714 716
_FULL_SLAB 718 TO 720 722 724 TO 726 728 730 TO 732 734 736 TO 738 740 742 743 TO 744 746 748 TO 750 752 754 TO 756 758 760 TO 762 764 766 768 770 771 -
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
773 TO 775 777 TO 780 782 TO 785 787 TO 790 792 TO 795 797 TO 800 802 TO 805 807 TO 810 812 TO 815 817 819 821 823 824 826 TO 828 830 TO 833 835 TO 838 840 TO 843 845 TO 848 850 TO 854 856 TO 858 860 TO 863 865 TO 868 870 872 874 876 877 934 940 TO 943 945 TO 949 951 TO 956 958 960 961 963 TO 965 969 971 978 980 982 984 986 988 TO 991 993 995 TO 998 1000 1002 TO 1005 1007 1009 TO 1012 1014 1016 TO 1019 1021 1023 TO 1026 1028 1030 1031 TO 1033 1035 1037 TO 1040 1042 1044 TO 1047 1049 1051 TO 1054 1056 1058 1060 1062 1064 1065 1068 1070 1072 1074 1075 1077 TO 1081 1083 TO 1087 1089 1090 TO 1093 1095 TO 1099 1101 TO 1105 1107 TO 1111 1113 TO 1117 1119 TO 1123 1125 TO 1129 1131 TO 1135 1137 1139 1141 1143 1144 1147 1149 1151 1153 1154 1156 TO 1160 1162 TO 1166 1168 TO 1172 1174 TO 1178 1180 TO 1184 1186 TO 1190 1192 TO 1196 1198 TO 1202 1204 TO 1208 1210 TO 1214 1216 1218 1220 1222 1223 1226 1228 1230 1232 1234 TO 1236 1238 1240 TO 1242 1244 1246 1247 TO 1248 1250 1252 TO 1254 1256 1258 TO 1260 1262 1264 TO 1266 1268 1270 1271 TO 1272 1274
_FULL_SLAB 1276 TO 1278 1280 1282 TO 1284 1286 1288 TO 1290 1292 1294 TO 1296 1298 1300 1302 1304 TO 1327 1329 TO 1332 1334 1335 1337 TO 1353 1355 TO 1415 1418 1420 1422 1423 1425 TO 1428 1430 TO 1433 1435 TO 1438 1440 TO 1443 1445 1446 TO 1448 1450 TO 1453 1455 TO 1458 1460 TO 1463 1465 TO 1468 1470 TO 1473 1475 TO 1478 1480 1482 1484 1485 1488 1490 1492 1493 1495 TO 1498 1500 TO 1503 1505 TO 1508 1510 TO 1513 1515 TO 1518 1520 TO 1523 1525 TO 1528 1530 TO 1533 1535 TO 1538 1540 TO 1543 1545 TO 1548 1550 1552 1554 1555 1557 TO 1559 1561 1563 TO 1565 1567 1569 TO 1571 1573 1575 TO 1577 1579 1581 TO 1583 1585 1587 TO 1589 1591 1593 TO 1595 1597 1599 TO 1601 1603 1605 TO 1607 1609 1611 1613 1615 TO 1619 1621 TO 1624 1626 TO 1629 1631 TO 1634 1636 TO 1639 1641 TO 1644 1646 TO 1649 1651 TO 1654 1656 TO 1659 1661 1663 1665 1667 TO 1671 1673 TO 1676 1678 TO 1681 1683 TO 1686 1688 TO 1691 1693 TO 1700 1702 TO 1705 1707 TO 1710 1712 1714 1716 1718 1719 1771 1776 TO 1779 1781 TO 1785 1787 TO 1791 1793 1794 1796 1797 1799 TO 1801 1804 1806 1818 1820 1821 1823 1824 1826 1827 1829 1830 1832 1833 1835 1836 1838 1839 1841 1842 1844 TO 1846 1849 1850 1852 1853 1855 1856 1858 1859 1861 1862 1864 1865 1867 1868 1870 1871 1873 TO 1876 1878 1880 1881 1883 1884 1886 1887 1889 1890 1892 1893
_FULL_SLAB 1895 1896 1898 1899 1901 1902 1904 TO 1906 1909 1910 1912 1913 1915 1916 1918 1919 1921 1922 1924 1925 1927 1928 1930 1931 1933 TO 1936 1938 TO 1946 1948 TO 1957 1959 TO 1968 1970 TO 1979 1981 TO 1990 1992 TO 2002 2058 TO 2063 2069 TO 2074 2076 TO 2101 2103 2105 TO 2136 2185 2187 2189 2191 2193 2195 TO 2198 2200 TO 2205 2208 2210 2212 2214 2215 2217 2218 TO 2226 2229 2231 2233 2235 2236 2238 TO 2247 2250 2252 2254 2256 2257 2259 TO 2268 2271 2273 2275 2276 2278 TO 2285 2288 2290 2292 2293 2295 TO 2302 2305 2307 2309 2310 2312 TO 2319 2376 TO 2471 2485 2487 2489 2491 2493 2495 2497 2499 2501 2503 2505 2507 2509 TO 2521 2523 TO 2535 2537 2539 2541 2543 2545 2547 2549 2551 2553 2555 2557 2559 2561 2562 2564 2566 2568 2570 2572 2574 2576 2578 2580 2582 2584 2586 2588 TO 2600 2602 TO 2614 2616 TO 2629 2631 2633 2635 2637 2639 2641 2643 2645 2647 2649 2651 2653 2655 TO 2667 2669 TO 2681 2683 TO 2696 2698 2700 2702 2704 2706 2708 2710 2712 2714 2716 2718 2720 TO 2773 2776 TO 2779 2781 TO 2785 2787 TO 2791 2793 2794 TO 2797 2799 TO 2803 2805 TO 2810 2812 2813 2815 2817 2818 2821 2823 2824 TO 2826 2828 TO 2854 2857 2858 2860 2862 2863 2865 2867 2868 2870 TO 2880 2882 2884 2886 2888 2890 2892 2894 2896 2898 2900 2902 2904 2906 TO 2918 2920 TO 2932 2934 2936 2938 2940 2942 2944 2946 2948 2950 2952 2954 2956 2958 2959 2961
_FULL_SLAB 2963 2965 2967 2969 2971 2973 2975 2977 2979 2981 2983 2985 TO 2997 2999 TO 3011 3013 TO 3026 3028 3030 3032 3034 3036 3038 3040 3042 3044 3046 3048 3050 3052 TO 3064 3066 TO 3078 3080 TO 3093 3095 3097 3099 3101 3103 3105 3107 3109 3111 3113 3115 3117 TO 3174 3176 TO 3180 3182 3183 TO 3186 3188 TO 3192 3194 TO 3198 3200 TO 3204 3206 TO 3208 3210 3212 3213 3216 3218 TO 3221 3223 TO 3249 3251 3252 3254 3256 3257 3259 3261 3262 3264 TO 3274 3288 TO 3293 3295 3297 3299 3301 3303 3305 3307 3309 3311 3313 3315 3317 3319 3321 3323 TO 3341 3374 TO 3412
MEMBER
_BEAM_50X25 25 26 40 42 TO 46 50 TO 56 59 60 65 66 71 73 79 TO 81 83 TO 94 97 98 103 104 109 110 139 146 153 160 167 174 181 188 195 202 209 211 213 215 217 290 292 294 296 369 371 373 375 379 382 384 386 392 398 404 410 416 422 428 434 440 446 452 454 456 458 571 574 576 634 636 638 641 642 644 646 649 654 659 664 669 674 679 684 689 694 699 704 706 708 711 717 723 729 735 -
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
741 747 753 759 765 767 769 818 820 822 829 834 839 844 849 859 864 869 871 873 875 985 992 999 1006 1013 1020 1027 1034 1041 1048 1055 1057 1059 1061 1063 1136 1138 1140 1142 1215 1217 1219 1221 1224 1227 1229 1231 1237 1243 1249 1255 1261 1267 1273 1279 1285 1291 1297 1299 1301 1303 1416 1419 1421 1479 1481 1483 1486 1487 1489 1491 1494 1499 1504 1509 1514 1519 1524 1529 1534 1539 1544 1549 1551 1553 1556 1562 1568 1574 1580 1586 1592 1598 1604 1610 1612 1614 1662 1664 1666 1672 1677 1682 1687 1692 1701 1706 1711 1713 1715 1717 1811 1812 1817 1819 1822 1825 1828 1831 1834 1837 1840 1843 1847 1877 1879 1882 1885 1888 1891 1894 1897 1900 1903 1907 1947 1958 1969 1980 1991 2003 TO 2005 2008 TO 2015 2017 2143 TO 2153 2158 2160 2161 2164 2168 2192 2199 2249 2258 2304 2311 2320 2323 2327 2340 2342 2356 2360 2372 2375 2472 2474 2476 2478 2508 2522 2536 2538 2540 2542 2544 2546
_BEAM_50X25 2548 2550 2552 2554 2556 2558 2560 2587 2601 2615 2654 2668 2682 2774 2780 2786 2792 2798 2804 2814 2816 2819 2820 2822 2827 2856 2859 2861 2864 2866 2869 2905 2919 2933 2935 2937 2939 2941 2943 2945 2947 2949 2951 2953 2955 2957 2984 2998 3012 3051 3065 3079 3175 3181 3187 3193 3199 3205 3209 3211 3214 3215 3217 3222 3250 3253 3255 3258 3260 3263 3276 3322 3347 ###
_BEAM_40X20 69 74 TO 76 107 111 TO 113 221 230 236 242 248 254 260 266 272 278 284 882 932 944 950 959 962 1067 1076 1082 1088 1094 1100 1106 1112 1118 1124 1130 1769 1780 1786 1792 1795 1798 1848 1851 1854 1857 1860 1863 1866 1869 1872 1908 1911 1914 1917 1920 1923 1926 1929 1932 2018 2046 2156 2166 2207 2216 2325 2344 2348 2477 2630 2632 2634 2636 2638 2640 2642 2644 2646 2648 2650 2652 3027 3029 3031 3033 3035 3037 3039 3041 3043 3045 3047 3049 3342 3343 3370 3371 3468 TO 3506 3517 TO 3555
_BIG_M_BEAM 2007 2021 2045
END GROUP DEFINITION
ELEMENT PROPERTY
132 134 136 138 140 142 TO 145 147 149 TO 152 154 156 TO 159 161 163 TO 166 168 170 TO 173 175 177 TO 180 182 184 TO 187 189 191 TO 194 196 198 TO 201 203 205 TO 208 210 212 214 216 218 219 222 224 226 228 229 231 TO 235 237 238 TO 241 243 TO 247 249 TO 253 255 TO 259 261 TO 265 267 TO 271 273 TO 277 279 TO 283 285 TO 289 291 293 295 297 298 301 303 305 307 308 310 TO 314 316 TO 320 322 TO 326 328 TO 332 334 TO 338 340 TO 344 346 TO 350 352 TO 356 358 TO 362 364 TO 368 370 372 374 376 377 381 383 385 387 389 390 TO 391 393 395 TO 397 399 401 TO 403 405 407 TO 409 411 413 TO 415 417 419 TO 421 423 425 TO 427 429 431 TO 433 435 437 TO 439 441 443 TO 445 447 449 TO 451 453 455 457 459 TO 482 484 TO 487 489 490 492 TO 508 510 TO 570 573 575 577 578 580 TO 583 585 TO 588 590 TO 593 595 TO 598 600 TO 603 605 606 TO 608 610 TO 613 615 TO 618 620 TO 623 625 TO 628 630 TO 633 635 637 639 640 643 645 647 648 650 TO 653 655 TO 658 660 TO 663 665 TO 668 670 TO 673 675 TO 678 680 TO 683 685 TO 688 690 TO 693 695 TO 698 700 TO 703 705 707 709 710 712 TO 714 716 THICKNESS 0.15
718 TO 720 722 724 TO 726 728 730 TO 732 734 736 TO 738 740 742 TO 744 746 748 TO 750 752 754 TO 756 758 760 TO 762 764 766 768 770 771 773 TO 775 777 778 TO 780 782 TO 785 787 TO 790 792 TO 795 797 TO 800 802 TO 805 807 TO 810 812 TO 815 817 819 821 823 824 826 TO 828 830 TO 833 835 TO 838 840 TO 843 845 TO 848 850 TO 854 856 TO 858 860 TO 863 865 TO 868 870 872 874 876 877 934 940 TO 943 945 TO 949 951 TO 956 958 960 961 963 TO 965 969 971 978 980 982 984 986 988 TO 991 993 995 TO 998 1000 1002 TO 1005 1007 1009 TO 1012 1014 1016 TO 1019 1021 1023 TO 1026 1028 1030 TO 1033 1035 1037 TO 1040 1042 1044 TO 1047 1049 1051 TO 1054 1056 1058 1060 1062 1064 1065 1068 1070 1072 1074 1075 1077 TO 1081 1083 TO 1087 1089 TO 1093 1095 TO 1099 1101 TO 1105 1107 TO 1111 1113 TO 1117 1119 TO 1123 1125 TO 1129 1131 TO 1135 1137 1139 1141 1143 1144 1147 1149 1151 1153 1154 1156 TO 1160 1162 TO 1166 1168 TO 1172 1174 TO 1178 1180 TO 1184 1186 TO 1190 1192 TO 1196 1198 TO 1202 1204 TO 1208 1210 TO 1214 1216 1218 1220 1222 1223 1226 1228 1230 1232 1234 TO 1236 1238 1240 TO 1242 1244 1246 TO 1248 1250 1252 TO 1254 1256 1258 TO 1260 1262 1264 TO 1266 1268 1270 TO 1272 1274 THICKNESS 0.15
1276 TO 1278 1280 1282 TO 1284 1286 1288 TO 1290 1292 1294 TO 1296 1298 1300 1302 1304 TO 1327 1329 TO 1332 1334 1335 1337 TO 1353 1355 TO 1415 1418 1420 1422 1423 1425 TO 1428 1430 TO 1433 1435 TO 1438 1440 TO 1443 1445 TO 1448 1450 TO 1453 1455 TO 1458 1460 TO 1463 1465 TO 1468 1470 TO 1473 1475 TO 1478 1480 1482 1484 1485 1488 1490 1492 1493 1495 TO 1498 1500 TO 1503 1505 TO 1508 1510 TO 1513 1515 TO 1518 1520 TO 1523 1525 TO 1528 1530 TO 1533 1535 TO 1538 1540 TO 1543 1545 TO 1548 1550 1552 -
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
0
DATE
:
16/11/2021
REV.
:
A
PAGE
:
1554 1555 1557 TO 1559 1561 1563 TO 1565 1567 1569 TO 1571 1573 1575 TO 1577 1579 1581 TO 1583 1585 1587 TO 1589 1591 1593 TO 1595 1597 1599 TO 1601 1603 1605 TO 1607 1609 1611 1613 1615 TO 1619 1621 TO 1624 1626 TO 1629 1631 TO 1634 1636 TO 1639 1641 TO 1644 1646 TO 1649 1651 TO 1654 1656 TO 1659 1661 1663 1665 1667 TO 1671 1673 TO 1676 1678 TO 1681 1683 TO 1686 1688 TO 1691 1693 TO 1700 1702 TO 1705 1707 TO 1710 1712 1714 1716 1718 1719 1771 1776 TO 1779 1781 TO 1785 1787 TO 1791 1793 1794 1796 1797 1799 TO 1801 1804 1806 1818 1820 1821 1823 1824 1826 1827 1829 1830 1832 1833 1835 1836 1838 1839 1841 1842 1844 TO 1846 1849 1850 1852 1853 1855 1856 1858 1859 1861 1862 1864 1865 1867 1868 1870 1871 1873 TO 1876 1878 1880 1881 1883 1884 1886 1887 1889 1890 1892 1893 THICKNESS 0.15
1895 1896 1898 1899 1901 1902 1904 TO 1906 1909 1910 1912 1913 1915 1916 1918 1919 1921 1922 1924 1925 1927 1928 1930 1931 1933 TO 1936 1938 TO 1946 1948 TO 1957 1959 TO 1968 1970 TO 1979 1981 TO 1990 1992 TO 2002 2185 2187 2189 2191 2193 2195 TO 2198 2200 TO 2205 2208 2210 2212 2214 2215 2217 TO 2226 2229 2231 2233 2235 2236 2238 TO 2247 2250 2252 2254 2256 2257 2259 TO 2268 2271 2273 2275 2276 2278 TO 2285 2288 2290 2292 2293 2295 TO 2302 2305 2307 2309 2310 2312 TO 2319 2376 TO 2471 2485 2487 2489 2491 2493 2495 2497 2499 2501 2503 2505 2507 2509 TO 2521 2523 TO 2535 2537 2539 2541 2543 2545 2547 2549 2551 2553 2555 2557 2559 2561 2562 2564 2566 2568 2570 2572 2574 2576 2578 2580 2582 2584 2586 2588 TO 2600 2602 TO 2614 2616 TO 2629 2631 2633 2635 2637 2639 2641 2643 2645 2647 2649 2651 2653 2655 TO 2667 2669 TO 2681 2683 TO 2696 2698 2700 2702 2704 2706 2708 2710 2712 2714 2716 2718 2720 TO 2773 2776 TO 2779 2781 TO 2785 2787 TO 2791 2793 2794 TO 2797 2799 TO 2803 2805 TO 2810 2812 2813 2815 2817 2818 2821 2823 2824 TO 2826 2828 TO 2854 2857 2858 2860 2862 2863 2865 2867 2868 2870 TO 2880 2882 2884 2886 2888 2890 2892 2894 2896 2898 2900 2902 2904 2906 TO 2918 2920 TO 2932 2934 2936 2938 2940 2942 2944 2946 2948 2950 2952 2954 2956 2958 2959 2961 2963 2965 2967 2969 2971 2973 2975 2977 2979 2981 2983 2985 THICKNESS 0.15
2986 TO 2997 2999 TO 3011 3013 TO 3026 3028 3030 3032 3034 3036 3038 3040 3042 3044 3046 3048 3050 3052 TO 3064 3066 TO 3078 3080 TO 3093 3095 3097 3099 3101 3103 3105 3107 3109 3111 3113 3115 3117 TO 3174 3176 TO 3180 3182 3183 TO 3186 3188 TO 3192 3194 TO 3198 3200 TO 3204 3206 TO 3208 3210 3212 3213 3216 3218 TO 3221 3223 TO 3249 3251 3252 3254 3256 3257 3259 3261 3262 3264 TO 3274 3288 TO 3293 3295 3297 3299 3301 3303 3305 3307 3309 3311 3313 3315 3317 3319 3321 3323 TO 3341 3374 TO 3412 3466 3467 3507 TO 3515 3516 THICKNESS 0.15
2054 2056 TO 2063 2065 2067 TO 2101 2103 2105 TO 2136 THICKNESS 0.02
DEFINE MATERIAL START
ISOTROPIC STEEL
E 1.99947e+008
POISSON 0.3
DENSITY 76.8191
ALPHA 6.5e-006
DAMP 0.03
ISOTROPIC CONCRETE
E 2.17184e+007
POISSON 0.17
DENSITY 23.5615
ALPHA 5.5e-006
DAMP 0.05
ISOTROPIC STEEL
E 2.17184e+007
POISSON 0.3
DENSITY 76.8191
ALPHA 6.5e-006
DAMP 0.03
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
ISOTROPIC BRICK
E 2.237e+006
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
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:
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REV.
:
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:
POISSON 0.1
DENSITY 15
ALPHA 5.6e-006
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE MEMB 1 2 5 10 13 14 25 26 32 TO 48 50 TO 56 59 60 63 65 66 TO 69 71 73 TO 94 97 98 101 103 TO 107 109 TO 122 130 132 TO 140 142 TO 147 149 TO 154 156 TO 161 163 TO 168 170 TO 175 177 TO 182 184 TO 189 191 TO 196 198 TO 203 205 TO 299 301 TO 308 310 TO 314 316 TO 320 322 TO 326 328 TO 332 334 TO 338 340 TO 344 346 TO 350 352 TO 356 358 TO 362 364 TO 377 379 381 TO 387 389 TO 393 395 TO 399 401 402 TO 405 407 TO 411 413 TO 417 419 TO 423 425 TO 429 431 TO 435 437 TO 441 443 TO 447 449 TO 571 573 TO 578 580 TO 583 585 TO 588 590 TO 593 595 TO 598 600 TO 603 605 TO 608 610 TO 613 615 TO 618 620 TO 623 625 TO 628 630 TO 714 716 TO 720 722 TO 726 728 TO 732 734 TO 738 740 TO 744 746 TO 750 752 TO 756 758 TO 762 764 TO 771 773 TO 775 777 TO 780 782 TO 785 787 TO 790 792 TO 795 797 TO 800 802 TO 805 807 TO 810 812 TO 815 817 TO 824 826 TO 854 856 TO 877 882 932 934 940 TO 956 958 TO 965 969 971 976 978 TO 986 988 TO 993 995 TO 1000 1002 1003 TO 1007 1009 TO 1014 1016 TO 1021 1023 TO 1028 1030 TO 1035 1037 TO 1042 1044 TO 1049 1051
MATERIAL CONCRETE MEMB 1052 TO 1145 1147 TO 1154 1156 TO 1160 1162 TO 1166 1168 TO 1172 1174 TO 1178 1180 TO 1184 1186 TO 1190 1192 TO 1196 1198 TO 1202 1204 TO 1208 1210 TO 1224 1226 TO 1232 1234 TO 1238 1240 TO 1244 1246 TO 1250 1252 TO 1256 1258 TO 1262 1264 TO 1268 1270 TO 1274 1276 TO 1280 1282 TO 1286 1288 TO 1292 1294 TO 1416 1418 TO 1423 1425 TO 1428 1430 TO 1433 1435 TO 1438 1440 TO 1443 1445 TO 1448 1450 TO 1453 1455 TO 1458 1460 TO 1463 1465 TO 1468 1470 TO 1473 1475 TO 1559 1561 TO 1565 1567 TO 1571 1573 TO 1577 1579 TO 1583 1585 TO 1589 1591 TO 1595 1597 TO 1601 1603 TO 1607 1609 TO 1619 1621 TO 1624 1626 TO 1629 1631 TO 1634 1636 TO 1639 1641 TO 1644 1646 TO 1649 1651 TO 1654 1656 TO 1659 1661 TO 1719 1769 1771 1776 TO 1801 1804 1806 1811 1812 1817 TO 1936 1938 TO 2015 2017 2018 2021 2029 TO 2033 2045 2046 2137 TO 2153 2156 2158 2160 2161 2164 2166 2168 TO 2171 2185 2187 2189 2191 TO 2193 2195 TO 2205 2207 2208 2210 2212 2214 TO 2226 2229 2231 2233 2235 2236 2238 TO 2247 2249 2250 2252 2254 2256 2257 TO 2269 2271 TO 2276 2278 TO 2286 2288 TO 2293 2295 TO 2320 2323 2325 2327 TO 2330 2340 2342 2344 2348 2356 2360 2361 2363 2364 2366 2368 2369 2371 TO 2472 2474 2476 TO 2478 2485 2487 2489 2491 2493 2495 2497 2499 2501 2503 2505 2507 TO 2562 2564 2566
MATERIAL CONCRETE MEMB 2568 2570 2572 2574 2576 2578 2580 2582 2584 2586 TO 2696 2698 2700 2702 2704 2706 2708 2710 2712 2714 2716 2718 2720 2721 TO 2774 2776 TO 2810 2812 TO 2854 2856 TO 2880 2882 2884 2886 2888 2890 2892 2894 2896 2898 2900 2902 2904 TO 2959 2961 2963 2965 2967 2969 2971 2973 2975 2977 2979 2981 2983 TO 3093 3095 3097 3099 3101 3103 3105 3107 3109 3111 3113 3115 3117 TO 3274 3276 TO 3282 3288 TO 3343 3347 TO 3353 3355 3356 TO 3371 3374 TO 3412 3464 TO 3555
MATERIAL STEEL MEMB 2034 2036 2047 2048 2053 TO 2101 2103 2105 TO 2136 3413 3414 TO 3463
MEMBER PROPERTY AMERICAN
41 63 67 68 82 101 105 106 130 133 135 137 220 223 225 227 299 302 304 306 483 488 491 509 976 979 981 983 1066 1069 1071 1073 1145 1148 1150 1152 1328 1333 1336 1354 2006 PRIS YD 0.6 ZD 0.3
25 26 40 42 TO 46 50 TO 56 59 60 65 66 71 73 79 TO 81 83 TO 94 97 98 103 104 109 110 139 146 153 160 167 174 181 188 195 202 209 211 213 215 217 290 292 294 296 369 371 373 375 379 382 384 386 392 398 404 410 416 422 428 434 440 446 452 454 456 458 571 574 576 634 636 638 641 642 644 646 649 654 659 664 669 674 679 684 689 694 699 704 706 708 711 717 723 729 735 741 747 753 759 765 767 769 818 820 822 829 834 839 844 849 859 864 869 871 873 875 985 992 999 1006 1013 1020 1027 1034 1041 1048 1055 1057 1059 1061 1063 1136 1138 1140 1142 1215 1217 1219 1221 1224 1227 1229 1231 1237 1243 1249 1255 1261 1267 1273 1279 1285 1291 1297 1299 1301 1303 1416 1419 1421 1479 1481 1483 1486 1487 1489 1491 1494 1499 1504 1509 1514 1519 1524 1529 1534 1539 1544 1549 1551 1553 1556 1562 1568 1574 1580 1586 1592 1598 1604 1610 1612 1614 1662 1664 1666 1672 1677 1682 1687 1692 1701 1706 1711 1713 1715 1717 1811 1812 1817 1819 1822 1825 1828 1831 1834 1837 1840 1843 1847 1877 1879 1882 -
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
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DATE
:
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REV.
:
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PAGE
:
1885 1888 1891 1894 1897 1900 1903 1907 1947 1958 1969 1980 1991 2003 TO 2005 2007 TO 2015 2017 2021 2045 2143 TO 2153 2158 2160 2161 2164 2168 2192 2199 2249 2258 2304 2311 2320 2323 2327 2340 2342 2356 2360 2372 2375 2472 2474 2476 2478 2508 2522 2536 2538 2540 2542 PRIS YD 0.5 ZD 0.25
2544 2546 2548 2550 2552 2554 2556 2558 2560 2587 2601 2615 2654 2668 2682 2774 2780 2786 2792 2798 2804 2814 2816 2819 2820 2822 2827 2856 2859 2861 2864 2866 2869 2905 2919 2933 2935 2937 2939 2941 2943 2945 2947 2949 2951 2953 2955 2957 2984 2998 3012 3051 3065 3079 3175 3181 3187 3193 3199 3205 3209 3211 3214 3215 3217 3222 3250 3253 3255 3258 3260 3263 3276 3322 3347 3369 PRIS YD 0.5 ZD 0.25
69 74 TO 76 107 111 TO 113 221 230 236 242 248 254 260 266 272 278 284 882 932 944 950 959 962 1067 1076 1082 1088 1094 1100 1106 1112 1118 1124 1130 1769 1780 1786 1792 1795 1798 1848 1851 1854 1857 1860 1863 1866 1869 1872 1908 1911 1914 1917 1920 1923 1926 1929 1932 2018 2046 2156 2166 2207 2216 2325 2344 2348 2477 2630 2632 2634 2636 2638 2640 2642 2644 2646 2648 2650 2652 3027 3029 3031 3033 3035 3037 3039 3041 3043 3045 3047 3049 3342 3343 3370 3371 3468 TO 3506 3517 TO 3555 PRIS YD 0.4 ZD 0.2
2030 2031 2033 PRIS YD 0.2 ZD 0.2
MEMBER PROPERTY AMERICAN
3277 TO 3282 3294 3296 3298 3300 3302 3304 3306 3308 3310 3312 3314 3316 3318 3320 3348 TO 3353 3355 TO 3368 PRIS YD 0.6 ZD 0.12
MEMBER PROPERTY AMERICAN
2169 TO 2171 2269 2272 2274 2286 2289 2291 2303 2306 2308 2328 TO 2330 2361 2363 2364 2366 2368 2369 2371 2373 2374 PRIS YD 0.5 ZD 0.12
MEMBER PROPERTY JAPANESE
2034 2036 2047 2048 2053 2055 2064 2066 3413 TO 3463 TABLE ST C200X80X7.5
MEMBER PROPERTY
1 2 5 32 34 36 38 48 78 2029 2137 2140 3464 3465 PRIS YD 0.5 ZD 0.5
10 13 14 33 35 37 39 47 77 114 TO 122 2032 2138 2139 2141 2142 PRIS YD 0.4 ZD 0.4
*1 TO 29 33 TO 35 TABLE ST PIPE OD 0.9 ID 0.872
*4 ENFORCED BUT MX MY MZ
*MEMBER RELEASE
*36 END MY MZ
SUPPORTS
57 58 64 97 100 103 106 110 129 1518 1521 1625 1629 2487 2488 FIXED
MEMBER OFFSET
44 START 0.08 0 -0.17
51 2007 START 0.15 0 0
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Seismic TITLE DS
SELFWEIGHT Y -1 LIST ALL
LOAD R2 LOADTYPE Seismic TITLE D1
MEMBER LOAD
2003 TO 2006 2008 2009 2013 TO 2015 2018 2046 2144 2145 2160 UNI GY -9.5
25 26 42 TO 44 46 59 60 71 74 75 139 146 153 160 167 174 181 188 195 202 209 642 649 654 659 664 669 674 679 684 689 694 699 711 717 723 729 735 741 747 753 759 765 767 769 818 820 822 871 873 875 932 1811 1877 1879 1882 1885 1888 1891 1894 1897 1900 1903 1907 1908 1911 1914 1917 1920 1923 1926 1929 1932 2143 2146 2150 2323 2327 TO 2330 2340 2342 2361 2363 2364 2366 2368 2369 2371 TO 2375 2472 2474 2476 2478 2905 2919 2933 2935 2937 2939 2941 2943 2945 2947 2949 2951 2953 2955 2957 2984 2998 3012 3051 3065 3079 3175 3181 3187 3193 3199 3205 3209 3211 3214 3215 3217 3222 3250 3253 3255 3258 3260 3263 3347 TO 3353 3355 TO 3369 UNI GY -8.4
MEMBER LOAD
83 TO 85 87 109 985 992 999 1006 1013 1020 1027 1034 1041 1048 1055 1487 1494 1499 1504 1509 1514 1519 1524 1529 1534 1539 1544 1556 1562 1568 1574 1580 1586 1592 1598 1604 1812 1817 1847 1947 1958 1969 1980 1991 2147 TO 2149 2151 TO 2153 2158 2164 2168 TO 2171 2192 2199 2269 2272 2274 2286 2289 2291 2303 2304 2306 2308 2311 2508 2522 2536 2538 2540 2542 2544 2546 2548 2550 2552 2554 2556 2558 2560 2587 2601 2615 2654 2668 2682 2774 2780 2786 2792 2798 2804 2814 2816 2819 2820 2822 2827 2856 2859 2861 2864 2866 2869 3276 3277 TO 3282 3294 3296 3298 3300 3302 3304 3306 3308 3310 3312 3314 3316 3318 3320 3322 UNI GY -2.5
LOAD R11 LOADTYPE None TITLE W1+X
MEMBER LOAD
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
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DATE
:
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REV.
:
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PAGE
:
10 39 44 46 47 85 87 114 TO 116 642 649 654 659 664 669 674 679 684 689 694 699 711 717 723 729 735 741 747 753 759 1487 1494 1499 1504 1509 1514 1519 1524 1529 1534 1539 1544 1556 1562 1568 1574 1580 1586 1592 1598 1604 2003 2004 2140 TO 2142 2149 2150 2160 2538 2540 2542 2544 2546 2548 2550 2552 2554 2556 2558 2560 2935 2937 2939 2941 2943 2945 2947 2949 2951 2953 2955 2957 UNI GX 0.5
LOAD R12 LOADTYPE None TITLE W1-X
MEMBER LOAD
14 33 35 42 43 71 83 84 109 120 TO 122 139 146 153 160 167 174 181 188 195 202 209 985 992 999 1006 1013 1020 1027 1034 1041 1048 1055 1811 1812 1817 1847 1877 1907 1947 1958 1969 1980 1991 2013 2015 2030 TO 2034 2036 2053 2055 2064 2066 2138 2139 2143 2144 2148 2158 2168 2192 2199 2327 2340 2342 2478 2774 2780 2786 2792 2798 2804 2814 2816 2819 2820 2822 2827 2856 2861 2866 2869 3175 3181 3187 3193 3199 3205 3209 3211 3214 3215 3217 3222 3250 3255 3260 3263 3276 3322 3347 3369 UNI GX -0.5
2014 UNI GX -0.5 2.71 4.71
2014 UNI GX -0.5 0 2.71
LOAD R13 LOADTYPE None TITLE W1+Z
MEMBER LOAD
2137 TO 2142 2145 TO 2147 2151 TO 2153 2472 2474 2476 2508 2522 2536 2587 2601 2615 2654 2668 2682 2859 2864 2905 2919 2933 2984 2998 3012 3051 3065 3079 3253 3258 UNI GZ 0.5
LOAD R14 LOADTYPE None TITLE W1-Z
MEMBER LOAD
35 37 39 116 117 122 2005 2169 TO 2171 2269 2272 2274 2286 2289 2291 2303 2306 2308 2328 TO 2330 2361 2363 2364 2366 2368 2369 2371 2373 2374 3277 3278 TO 3282 3294 3296 3298 3300 3302 3304 3306 3308 3310 3312 3314 3316 3318 3320 3348 TO 3353 3355 TO 3368 UNI GZ -0.5
2006 UNI GZ -0.5 4.596 7.796
2006 UNI GZ -0.5 0 4.596
LOAD R21 LOADTYPE None TITLE W1+XA
LOAD R22 LOADTYPE None TITLE W1+XB
LOAD R23 LOADTYPE None TITLE W1+ZA
LOAD R24 LOADTYPE None TITLE W1+ZB
LOAD R25 LOADTYPE None TITLE W1-XA
LOAD R26 LOADTYPE None TITLE W1-XB
LOAD R27 LOADTYPE None TITLE W1-ZA
LOAD R28 LOADTYPE None TITLE W1-ZB
LOAD R29 LOADTYPE None TITLE WI
LOAD R41 LOADTYPE None TITLE H
END DEFINE REFERENCE LOADS
DEFINE IBC 2012
SS 0.713 S1 0.31 I 1 RX 3.25 RZ 3.25 SCLASS 3 TL 6 FA 1.274 FV 2.759
REFERENCE LOAD Y
R1 1.0 R2 1.0
DEFINE DIRECT ANALYSIS
END
LOAD 1 LOADTYPE Seismic TITLE EX
IBC LOAD X 0.333
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic TITLE EZ
IBC LOAD Z 0.333
PERFORM ANALYSIS
CHANGE
LOAD 11 LOADTYPE None TITLE D
REFERENCE LOAD
R1 1.0 R2 1.0
LOAD 12 LOADTYPE None TITLE L
ELEMENT LOAD
132 134 136 138 140 142 TO 145 147 149 TO 152 154 156 TO 159 161 163 TO 166 168 170 TO 173 175 177 TO 180 182 184 TO 187 189 191 TO 194 196 198 TO 201 203 205 TO 208 210 212 214 216 218 219 222 224 226 228 229 231 TO 235 237 238 TO 241 243 TO 247 249 TO 253 255 TO 259 261 TO 265 267 TO 271 273 TO 277 279 TO 283 285 TO 289 291 293 295 297 298 301 303 305 307 308 310 TO 314 316 TO 320 322 TO 326 328 TO 332 334 TO 338 340 TO 344 346 TO 350 -
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
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DATE
:
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REV.
:
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PAGE
:
352 TO 356 358 TO 362 364 TO 368 370 372 374 376 377 381 383 385 387 389 390 TO 391 393 395 TO 397 399 401 TO 403 405 407 TO 409 411 413 TO 415 417 419 TO 421 423 425 TO 427 429 431 TO 433 435 437 TO 439 441 443 TO 445 447 449 TO 451 453 455 457 459 TO 482 484 TO 487 489 490 492 TO 508 510 TO 570 573 575 577 578 580 TO 583 585 TO 588 590 TO 593 595 TO 598 600 TO 603 605 606 TO 608 610 TO 613 615 TO 618 620 TO 623 625 TO 628 630 TO 633 635 637 639 640 643 645 647 648 650 TO 653 655 TO 658 660 TO 663 665 TO 668 670 TO 673 675 TO 678 680 TO 683 685 TO 688 690 TO 693 695 TO 698 700 TO 703 705 707 709 710 712 TO 714 716 PR LY -2.5
718 TO 720 722 724 TO 726 728 730 TO 732 734 736 TO 738 740 742 TO 744 746 748 TO 750 752 754 TO 756 758 760 TO 762 764 766 768 770 771 773 TO 775 777 778 TO 780 782 TO 785 787 TO 790 792 TO 795 797 TO 800 802 TO 805 807 TO 810 812 TO 815 817 819 821 823 824 826 TO 828 830 TO 833 835 TO 838 840 TO 843 845 TO 848 850 TO 854 856 TO 858 860 TO 863 865 TO 868 870 872 874 876 877 934 940 TO 943 945 TO 949 951 TO 956 958 960 961 963 TO 965 969 971 1878 1880 1881 1883 1884 1886 1887 1889 1890 1892 1893 1895 1896 1898 1899 1901 1902 1904 TO 1906 1909 1910 1912 1913 1915 1916 1918 1919 1921 1922 1924 1925 1927 1928 1930 1931 1933 TO 1936 2376 TO 2471 2882 2884 2886 2888 2890 2892 2894 2896 2898 2900 2902 2904 2906 TO 2918 2920 TO 2932 2934 2936 2938 2940 2942 2944 2946 2948 2950 2952 2954 2956 2958 2959 2961 2963 2965 2967 2969 2971 2973 2975 2977 2979 2981 2983 2985 TO 2997 2999 TO 3011 3013 TO 3026 3028 3030 3032 3034 3036 3038 3040 3042 3044 3046 3048 3050 3052 TO 3064 3066 TO 3078 3080 TO 3093 3095 3097 3099 3101 3103 3105 3107 3109 3111 3113 3115 3117 TO 3174 3176 TO 3180 3182 TO 3186 3188 TO 3192 3194 3195 TO 3198 3200 TO 3204 3206 TO 3208 3210 3212 3213 3216 3218 TO 3221 3223 3224 TO 3249 3251 PR LY -2.5
3252 3254 3256 3257 3259 3261 3262 3264 TO 3274 3374 TO 3412 PR LY -2.5
2054 2056 TO 2063 2065 2067 TO 2101 2103 2105 TO 2136 PR LY -1
LOAD 13 LOADTYPE None TITLE LR
ELEMENT LOAD
978 980 982 984 986 988 TO 991 993 995 TO 998 1000 1002 TO 1005 1007 1009 1010 TO 1012 1014 1016 TO 1019 1021 1023 TO 1026 1028 1030 TO 1033 1035 1037 1038 TO 1040 1042 1044 TO 1047 1049 1051 TO 1054 1056 1058 1060 1062 1064 1065 1068 1070 1072 1074 1075 1077 TO 1081 1083 TO 1087 1089 TO 1093 1095 1096 TO 1099 1101 TO 1105 1107 TO 1111 1113 TO 1117 1119 TO 1123 1125 TO 1129 1131 TO 1135 1137 1139 1141 1143 1144 1147 1149 1151 1153 1154 1156 TO 1160 1162 TO 1166 1168 TO 1172 1174 TO 1178 1180 TO 1184 1186 TO 1190 1192 TO 1196 1198 TO 1202 1204 TO 1208 1210 TO 1214 1216 1218 1220 1222 1223 1226 1228 1230 1232 1234 TO 1236 1238 1240 TO 1242 1244 1246 TO 1248 1250 1252 TO 1254 1256 1258 TO 1260 1262 1264 TO 1266 1268 1270 TO 1272 1274 1276 1277 TO 1278 1280 1282 TO 1284 1286 1288 TO 1290 1292 1294 TO 1296 1298 1300 1302 1304 TO 1327 1329 TO 1332 1334 1335 1337 TO 1353 1355 TO 1415 1418 1420 1422 1423 1425 TO 1428 1430 TO 1433 1435 TO 1438 1440 TO 1443 1445 TO 1448 1450 TO 1453 1455 TO 1458 1460 TO 1463 1465 TO 1468 1470 TO 1473 1475 TO 1478 1480 1482 1484 1485 1488 1490 1492 1493 1495 TO 1498 1500 TO 1503 1505 TO 1508 1510 TO 1513 1515 TO 1518 1520 TO 1523 1525 TO 1528 1530 TO 1533 1535 TO 1538 1540 TO 1543 1545 TO 1548 1550 1552 1554 1555 1557 TO 1559 1561 PR LY -1
1563 TO 1565 1567 1569 TO 1571 1573 1575 TO 1577 1579 1581 TO 1583 1585 1587 1588 TO 1589 1591 1593 TO 1595 1597 1599 TO 1601 1603 1605 TO 1607 1609 1611 1613 1615 TO 1619 1621 TO 1624 1626 TO 1629 1631 TO 1634 1636 TO 1639 1641 1642 TO 1644 1646 TO 1649 1651 TO 1654 1656 TO 1659 1661 1663 1665 1667 TO 1671 1673 TO 1676 1678 TO 1681 1683 TO 1686 1688 TO 1691 1693 TO 1700 1702 TO 1705 1707 TO 1710 1712 1714 1716 1718 1719 1771 1776 1777 TO 1779 1781 TO 1785 1787 TO 1791 1793 1794 1796 1797 1799 TO 1801 1804 1806 1818 1820 1821 1823 1824 1826 1827 1829 1830 1832 1833 1835 1836 1838 1839 1841 1842 1844 TO 1846 1849 1850 1852 1853 1855 1856 1858 1859 1861 1862 1864 1865 1867 1868 1870 1871 1873 TO 1876 1938 TO 1946 1948 TO 1957 1959 TO 1968 1970 TO 1979 1981 TO 1990 1992 TO 2002 2185 2187 2189 2191 2193 2195 TO 2198 2200 TO 2205 2208 2210 2212 2214 2215 2217 TO 2226 2229 2231 2233 2235 2236 2238 TO 2247 2250 2252 2254 2256 2257 2259 TO 2268 2271 2273 2275 2276 2278 TO 2285 2288 2290 2292 2293 2295 TO 2302 2305 2307 2309 2310 2312 TO 2319 2485 2487 2489 2491 2493 2495 2497 2499 2501 2503 2505 2507 2509 TO 2521 2523 TO 2535 2537 2539 2541 2543 2545 2547 2549 2551 2553 2555 2557 2559 2561 2562 2564 2566 2568 2570 2572 2574 2576 2578 2580 2582 2584 2586 2588 TO 2600 2602 TO 2614 2616 TO 2629 2631 2633 PR LY -1
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
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DATE
:
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REV.
:
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PAGE
:
2635 2637 2639 2641 2643 2645 2647 2649 2651 2653 2655 TO 2667 2669 TO 2681 2683 TO 2696 2698 2700 2702 2704 2706 2708 2710 2712 2714 2716 2718 2720 2721 TO 2773 2776 TO 2779 2781 TO 2785 2787 TO 2791 2793 TO 2797 2799 TO 2803 2805 TO 2810 2812 2813 2815 2817 2818 2821 2823 TO 2826 2828 TO 2854 2857 2858 2860 2862 2863 2865 2867 2868 2870 TO 2880 3288 TO 3293 3295 3297 3299 3301 3303 3305 3307 3309 3311 3313 3315 3317 3319 3321 3323 TO 3341 3511 3512 TO 3516 PR LY -1
LOAD 21 LOADTYPE None TITLE NDX
NOTIONAL LOAD
R1 X 0.002 R2 X 0.002
LOAD 22 LOADTYPE None TITLE NDZ
NOTIONAL LOAD
R1 Z 0.002 R2 Z 0.002
LOAD 23 LOADTYPE None TITLE NLX
NOTIONAL LOAD
12 X 0.002
LOAD 24 LOADTYPE None TITLE NLZ
NOTIONAL LOAD
12 Z 0.002
LOAD 25 LOADTYPE None TITLE NLRX
NOTIONAL LOAD
13 X 0.002
LOAD 26 LOADTYPE None TITLE NLRZ
NOTIONAL LOAD
13 Z 0.002
LOAD 31 LOADTYPE Wind TITLE W1+XP
REFERENCE LOAD
R11 1.0 R29 1.0 R22 1.0
LOAD 32 LOADTYPE Wind TITLE W1+XN
REFERENCE LOAD
R11 1.0 R29 -1.0 R21 1.0
LOAD 33 LOADTYPE Wind TITLE W1-XP
REFERENCE LOAD
R12 1.0 R29 1.0 R26 1.0
LOAD 34 LOADTYPE Wind TITLE W1-XN
REFERENCE LOAD
R12 1.0 R29 -1.0 R25 1.0
LOAD 35 LOADTYPE Wind TITLE W1+ZP
REFERENCE LOAD
R13 1.0 R29 1.0 R23 1.0
LOAD 36 LOADTYPE Wind TITLE W1+ZN
REFERENCE LOAD
R13 1.0 R29 -1.0 R24 1.0
LOAD 37 LOADTYPE Wind TITLE W1-ZP
REFERENCE LOAD
R14 1.0 R29 1.0 R27 1.0
LOAD 38 LOADTYPE Wind TITLE W1-ZN
REFERENCE LOAD
R14 1.0 R29 -1.0 R28 1.0
LOAD 41 LOADTYPE Soil TITLE H
REFERENCE LOAD
R41 0.8
LOAD 42 LOADTYPE Temperature TITLE T1
LOAD 43 LOADTYPE Temperature TITLE T2
*LOAD 51 LOADTYPE None TITLE MODAL
*SELFWEIGHT X 1
*SELFWEIGHT Y 1
*SELFWEIGHT Z 1
*MODAL CALCULATION REQUESTED
*PERFORM ANALYSIS
*CHANGE
*LOAD 52 LOADTYPE None TITLE EXX
*SELFWEIGHT X 0.01
*LOAD 53 LOADTYPE None TITLE EZZ
*SELFWEIGHT Z 0.01
*LOAD 54 LOADTYPE None TITLE DS
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
*SELFWEIGHT Y -1
LOAD 10010 1.4 D_X
REPEAT LOAD
11 1.4 21 1.4
LOAD 10011 1.4 D_Z
REPEAT LOAD
11 1.4 22 1.4
LOAD 10020 1.2 D + 1.6 L + 0.5 LR + 1.6 H_X
REPEAT LOAD
11 1.2 12 1.6 13 0.5 41 1.6 21 1.2 23 1.6 25 0.5
LOAD 10021 1.2 D + 1.6 L + 0.5 LR + 1.6 H_Z
REPEAT LOAD
11 1.2 12 1.6 13 0.5 41 1.6 22 1.2 24 1.6 26 0.5
LOAD 10030 1.2 D + 1.6 L + 1.6 H_X
REPEAT LOAD
11 1.2 12 1.6 41 1.6 21 1.2 23 1.6
LOAD 10031 1.2 D + 1.6 L + 1.6 H_Z
REPEAT LOAD
11 1.2 12 1.6 41 1.6 22 1.2 24 1.6
LOAD 10040 1.2 D + 1 L + 1.6 LR + 1.6 H_X
REPEAT LOAD
11 1.2 12 1.0 13 1.6 41 1.6 21 1.2 23 1.0 25 1.6
LOAD 10041 1.2 D + 1 L + 1.6 LR + 1.6 H_Z
REPEAT LOAD
11 1.2 12 1.0 13 1.6 41 1.6 22 1.2 24 1.0 26 1.6
LOAD 1005 1.2 D + 1.6 LR + 0.5 W1+XP + 1.6 H
REPEAT LOAD
11 1.2 13 1.6 31 0.5 41 1.6 21 1.2 25 1.6
LOAD 1006 1.2 D + 1.6 LR + 0.5 W1+XN + 1.6 H
REPEAT LOAD
11 1.2 13 1.6 32 0.5 41 1.6 21 1.2 25 1.6
LOAD 1007 1.2 D + 1.6 LR + 0.5 W1-XP + 1.6 H
REPEAT LOAD
11 1.2 13 1.6 33 0.5 41 1.6 21 -1.2 25 -1.6
LOAD 1008 1.2 D + 1.6 LR + 0.5 W1-XN + 1.6 H
REPEAT LOAD
11 1.2 13 1.6 34 0.5 41 1.6 21 -1.2 25 -1.6
LOAD 1009 1.2 D + 1.6 LR + 0.5 W1+ZP + 1.6 H
REPEAT LOAD
11 1.2 13 1.6 35 0.5 41 1.6 22 1.2 26 1.6
LOAD 1010 1.2 D + 1.6 LR + 0.5 W1+ZN + 1.6 H
REPEAT LOAD
11 1.2 13 1.6 36 0.5 41 1.6 22 1.2 26 1.6
LOAD 1011 1.2 D + 1.6 LR + 0.5 W1-ZP + 1.6 H
REPEAT LOAD
11 1.2 13 1.6 37 0.5 41 1.6 22 -1.2 26 -1.6
LOAD 1012 1.2 D + 1.6 LR + 0.5 W1-ZN + 1.6 H
REPEAT LOAD
11 1.2 13 1.6 38 0.5 41 1.6 22 -1.2 26 -1.6
LOAD 10130 1.2 D + 1 L + 1.6 H_X
REPEAT LOAD
11 1.2 12 1.0 41 1.6 21 1.2 23 1.0
LOAD 10131 1.2 D + 1 L + 1.6 H_Z
REPEAT LOAD
11 1.2 12 1.0 41 1.6 22 1.2 24 1.0
LOAD 1014 1.2 D + 0.5 W1+XP + 1.6 H
REPEAT LOAD
11 1.2 31 0.5 41 1.6 21 1.2
LOAD 1015 1.2 D + 0.5 W1+XN + 1.6 H
REPEAT LOAD
11 1.2 32 0.5 41 1.6 21 1.2
LOAD 1016 1.2 D + 0.5 W1-XP + 1.6 H
REPEAT LOAD
11 1.2 33 0.5 41 1.6 21 -1.2
LOAD 1017 1.2 D + 0.5 W1-XN + 1.6 H
REPEAT LOAD
PROJ. CODE
:
0
DOC. NO.
:
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DATE
:
16/11/2021
REV.
:
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PAGE
:
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
11 1.2 34 0.5 41 1.6 21 -1.2
LOAD 1018 1.2 D + 0.5 W1+ZP + 1.6 H
REPEAT LOAD
11 1.2 35 0.5 41 1.6 22 1.2
LOAD 1019 1.2 D + 0.5 W1+ZN + 1.6 H
REPEAT LOAD
11 1.2 36 0.5 41 1.6 22 1.2
LOAD 1020 1.2 D + 0.5 W1-ZP + 1.6 H
REPEAT LOAD
11 1.2 37 0.5 41 1.6 22 -1.2
LOAD 1021 1.2 D + 0.5 W1-ZN + 1.6 H
REPEAT LOAD
11 1.2 38 0.5 41 1.6 22 -1.2
LOAD 1022 1.2 D + 1 L + 0.5 LR + 1 W1+XP + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 13 0.5 31 1.0 41 1.6 21 1.2 23 1.0 25 0.5
LOAD 1023 1.2 D + 1 L + 0.5 LR + 1 W1+XN + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 13 0.5 32 1.0 41 1.6 21 1.2 23 1.0 25 0.5
LOAD 1024 1.2 D + 1 L + 0.5 LR + 1 W1-XP + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 13 0.5 33 1.0 41 1.6 21 -1.2 23 -1.0 25 -0.5
LOAD 1025 1.2 D + 1 L + 0.5 LR + 1 W1-XN + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 13 0.5 34 1.0 41 1.6 21 -1.2 23 -1.0 25 -0.5
LOAD 1026 1.2 D + 1 L + 0.5 LR + 1 W1+ZP + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 13 0.5 35 1.0 41 1.6 22 1.2 24 1.0 26 0.5
LOAD 1027 1.2 D + 1 L + 0.5 LR + 1 W1+ZN + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 13 0.5 36 1.0 41 1.6 22 1.2 24 1.0 26 0.5
LOAD 1028 1.2 D + 1 L + 0.5 LR + 1 W1-ZP + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 13 0.5 37 1.0 41 1.6 22 -1.2 24 -1.0 26 -0.5
LOAD 1029 1.2 D + 1 L + 0.5 LR + 1 W1-ZN + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 13 0.5 38 1.0 41 1.6 22 -1.2 24 -1.0 26 -0.5
LOAD 1030 1.2 D + 1 L + 1 W1+XP + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 31 1.0 41 1.6 21 1.2 23 1.0
LOAD 1031 1.2 D + 1 L + 1 W1+XN + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 32 1.0 41 1.6 21 1.2 23 1.0
LOAD 1032 1.2 D + 1 L + 1 W1-XP + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 33 1.0 41 1.6 21 -1.2 23 -1.0
LOAD 1033 1.2 D + 1 L + 1 W1-XN + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 34 1.0 41 1.6 21 -1.2 23 -1.0
LOAD 1034 1.2 D + 1 L + 1 W1+ZP + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 35 1.0 41 1.6 22 1.2 24 1.0
LOAD 1035 1.2 D + 1 L + 1 W1+ZN + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 36 1.0 41 1.6 22 1.2 24 1.0
LOAD 1036 1.2 D + 1 L + 1 W1-ZP + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 37 1.0 41 1.6 22 -1.2 24 -1.0
LOAD 1037 1.2 D + 1 L + 1 W1-ZN + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 38 1.0 41 1.6 21 -1.2 23 -1.0
LOAD 1038 1.2 D + 1 L + 1 EX + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 1 1.0 41 1.6 21 1.2 23 1.0
LOAD 1039 1.2 D + 1 L + 1 EZ + 1.6 H
REPEAT LOAD
PROJ. CODE
:
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:
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:
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:
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REPORT - RUMAH TAHFIDZ
AL-MARWAH
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:
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:
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:
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:
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:
11 1.2 12 1.0 2 1.0 41 1.6 22 1.2 24 1.0
LOAD 1040 1.2 D + 1 L + -1 EX + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 1 -1.0 41 1.6 21 -1.2 23 -1.0
LOAD 1041 1.2 D + 1 L + -1 EZ + 1.6 H
REPEAT LOAD
11 1.2 12 1.0 2 -1.0 41 1.6 22 -1.2 24 -1.0
LOAD 1042 0.9 D + 1 W1+XP + 1.6 H
REPEAT LOAD
11 0.9 31 1.0 41 1.6 21 0.9
LOAD 1043 0.9 D + 1 W1+XN + 1.6 H
REPEAT LOAD
11 0.9 32 1.0 41 1.6 21 0.9
LOAD 1044 0.9 D + 1 W1-XP + 1.6 H
REPEAT LOAD
11 0.9 33 1.0 41 1.6 21 -0.9
LOAD 1045 0.9 D + 1 W1-XN + 1.6 H
REPEAT LOAD
11 0.9 34 1.0 41 1.6 21 -0.9
LOAD 1046 0.9 D + 1 W1+ZP + 1.6 H
REPEAT LOAD
11 0.9 35 1.0 41 1.6 22 0.9
LOAD 1047 0.9 D + 1 W1+ZN + 1.6 H
REPEAT LOAD
11 0.9 36 1.0 41 1.6 22 0.9
LOAD 1048 0.9 D + 1 W1-ZP + 1.6 H
REPEAT LOAD
11 0.9 37 1.0 41 1.6 22 -0.9
LOAD 1049 0.9 D + 1 W1-ZN + 1.6 H
REPEAT LOAD
11 0.9 38 1.0 41 1.6 22 -0.9
LOAD 1050 0.9 D + 1 EX + 1.6 H
REPEAT LOAD
11 0.9 1 1.0 41 1.6 21 0.9
LOAD 1051 0.9 D + 1 EZ + 1.6 H
REPEAT LOAD
11 0.9 2 1.0 41 1.6 22 0.9
LOAD 1052 0.9 D + -1 EX + 1.6 H
REPEAT LOAD
11 0.9 1 -1.0 41 1.6 21 -0.9
LOAD 1053 0.9 D + -1 EZ + 1.6 H
REPEAT LOAD
11 0.9 2 -1.0 41 1.6 22 -0.9
LOAD 10540 1.2 D + 1.6 L + 1 T1_X
REPEAT LOAD
11 1.2 12 1.6 42 1.0 21 1.2 23 1.6
LOAD 10541 1.2 D + 1.6 L + 1 T1_Z
REPEAT LOAD
11 1.2 12 1.6 42 1.0 22 1.2 24 1.6
LOAD 10550 1.2 D + 1.6 L + 1 T2_X
REPEAT LOAD
11 1.2 12 1.6 43 1.0 21 1.2 23 1.6
LOAD 10551 1.2 D + 1.6 L + 1 T2_Z
REPEAT LOAD
11 1.2 12 1.6 43 1.0 22 1.2 24 1.6
PERFORM ANALYSIS PRINT STATICS CHECK
DEFINE ENVELOPE
1005 TO 1012 1014 TO 1053 10010 10011 10020 10021 10030 10031 10040 10041 10130 10131 10540 10541 10550 10551 ENVELOPE 1
END DEFINE ENVELOPE
*LOAD COMB 2001 ULC, 1 D
*11 1.0
*LOAD COMB 2002 ULC, 1 D + 1 L + 1 H
*11 1.0 12 1.0 41 1.0
*LOAD COMB 2003 ULC, 1 D + 1 LR + 1 H
*11 1.0 13 1.0 41 1.0
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
*LOAD COMB 2004 ULC, 1 D + 0.75 L + 0.75 LR + 1 H
*11 1.0 12 0.75 13 0.75 41 1.0
*LOAD COMB 2005 ULC, 1 D + 0.75 L + 1 H
*11 1.0 12 0.75 41 1.0
*LOAD COMB 2006 ULC, 1 D + 0.6 W1+XP + 1 H
*11 1.0 31 0.6 41 1.0
*LOAD COMB 2007 ULC, 1 D + 0.6 W1+XN + 1 H
*11 1.0 32 0.6 41 1.0
*LOAD COMB 2008 ULC, 1 D + 0.6 W1-XP + 1 H
*11 1.0 33 0.6 41 1.0
*LOAD COMB 2009 ULC, 1 D + 0.6 W1-XN + 1 H
*11 1.0 34 0.6 41 1.0
*LOAD COMB 2010 ULC, 1 D + 0.6 W1+ZP + 1 H
*11 1.0 35 0.6 41 1.0
*LOAD COMB 2011 ULC, 1 D + 0.6 W1+ZN + 1 H
*11 1.0 36 0.6 41 1.0
*LOAD COMB 2012 ULC, 1 D + 0.6 W1-ZP + 1 H
*11 1.0 37 0.6 41 1.0
*LOAD COMB 2013 ULC, 1 D + 0.6 W1-ZN + 1 H
*11 1.0 38 0.6 41 1.0
*LOAD COMB 2014 ULC, 1 D + 0.7 EX + 1 H
*11 1.0 1 0.7 41 1.0
*LOAD COMB 2015 ULC, 1 D + 0.7 EZ + 1 H
*11 1.0 2 0.7 41 1.0
*LOAD COMB 2016 ULC, 1 D + -0.7 EX + 1 H
*11 1.0 1 -0.7 41 1.0
*LOAD COMB 2017 ULC, 1 D + -0.7 EZ + 1 H
*11 1.0 2 -0.7 41 1.0
*LOAD COMB 2018 ULC, 1 D + 0.75 L + 0.75 LR + 0.45 W1+XP + 1 H
*11 1.0 12 0.75 13 0.75 31 0.45 41 1.0
*LOAD COMB 2019 ULC, 1 D + 0.75 L + 0.75 LR + 0.45 W1+XN + 1 H
*11 1.0 12 0.75 13 0.75 32 0.45 41 1.0
*LOAD COMB 2020 ULC, 1 D + 0.75 L + 0.75 LR + 0.45 W1-XP + 1 H
*11 1.0 12 0.75 13 0.75 33 0.45 41 1.0
*LOAD COMB 2021 ULC, 1 D + 0.75 L + 0.75 LR + 0.45 W1-XN + 1 H
*11 1.0 12 0.75 13 0.75 34 0.45 41 1.0
*LOAD COMB 2022 ULC, 1 D + 0.75 L + 0.75 LR + 0.45 W1+ZP + 1 H
*11 1.0 12 0.75 13 0.75 35 0.45 41 1.0
*LOAD COMB 2023 ULC, 1 D + 0.75 L + 0.75 LR + 0.45 W1+ZN + 1 H
*11 1.0 12 0.75 13 0.75 36 0.45 41 1.0
*LOAD COMB 2024 ULC, 1 D + 0.75 L + 0.75 LR + 0.45 W1-ZP + 1 H
*11 1.0 12 0.75 13 0.75 37 0.45 41 1.0
*LOAD COMB 2025 ULC, 1 D + 0.75 L + 0.75 LR + 0.45 W1-ZN + 1 H
*11 1.0 12 0.75 13 0.75 38 0.45 41 1.0
*LOAD COMB 2026 ULC, 1 D + 0.75 L + 0.45 W1+XP + 1 H
*11 1.0 12 0.75 31 0.45 41 1.0
*LOAD COMB 2027 ULC, 1 D + 0.75 L + 0.45 W1+XN + 1 H
*11 1.0 12 0.75 32 0.45 41 1.0
*LOAD COMB 2028 ULC, 1 D + 0.75 L + 0.45 W1-XP + 1 H
*11 1.0 12 0.75 33 0.45 41 1.0
*LOAD COMB 2029 ULC, 1 D + 0.75 L + 0.45 W1-XN + 1 H
*11 1.0 12 0.75 34 0.45 41 1.0
*LOAD COMB 2030 ULC, 1 D + 0.75 L + 0.45 W1+ZP + 1 H
*11 1.0 12 0.75 35 0.45 41 1.0
*LOAD COMB 2031 ULC, 1 D + 0.75 L + 0.45 W1+ZN + 1 H
*11 1.0 12 0.75 36 0.45 41 1.0
*LOAD COMB 2032 ULC, 1 D + 0.75 L + 0.45 W1-ZP + 1 H
*11 1.0 12 0.75 37 0.45 41 1.0
*LOAD COMB 2033 ULC, 1 D + 0.75 L + 0.45 W1-ZN + 1 H
*11 1.0 12 0.75 38 0.45 41 1.0
*LOAD COMB 2034 ULC, 1 D + 0.75 L + 0.525 EX + 1 H
*11 1.0 12 0.75 1 0.525 41 1.0
*LOAD COMB 2035 ULC, 1 D + 0.75 L + 0.525 EZ + 1 H
*11 1.0 12 0.75 2 0.525 41 1.0
*LOAD COMB 2036 ULC, 1 D + 0.75 L + -0.525 EX + 1 H
*11 1.0 12 0.75 1 -0.525 41 1.0
PROJ. CODE
:
0
DOC. NO.
:
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DATE
:
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REV.
:
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:
STRUCTURAL CALCULATION
REPORT - RUMAH TAHFIDZ
AL-MARWAH
PROJ. CODE
:
0
DOC. NO.
:
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:
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REV.
:
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:
*LOAD COMB 2037 ULC, 1 D + 0.75 L + -0.525 EZ + 1 H
*11 1.0 12 0.75 2 -0.525 41 1.0
*LOAD COMB 2038 ULC, 0.6 D + 0.6 W1+XP + 1 H
*11 0.6 31 0.6 41 1.0
*LOAD COMB 2039 ULC, 0.6 D + 0.6 W1+XN + 1 H
*11 0.6 32 0.6 41 1.0
*LOAD COMB 2040 ULC, 0.6 D + 0.6 W1-XP + 1 H
*11 0.6 33 0.6 41 1.0
*LOAD COMB 2041 ULC, 0.6 D + 0.6 W1-XN + 1 H
*11 0.6 34 0.6 41 1.0
*LOAD COMB 2042 ULC, 0.6 D + 0.6 W1+ZP + 1 H
*11 0.6 35 0.6 41 1.0
*LOAD COMB 2043 ULC, 0.6 D + 0.6 W1+ZN + 1 H
*11 0.6 36 0.6 41 1.0
*LOAD COMB 2044 ULC, 0.6 D + 0.6 W1-ZP + 1 H
*11 0.6 37 0.6 41 1.0
*LOAD COMB 2045 ULC, 0.6 D + 0.6 W1-ZN + 1 H
*11 0.6 38 0.6 41 1.0
*LOAD COMB 2046 ULC, 0.6 D + 0.7 EX + 1 H
*11 0.6 1 0.7 41 1.0
*LOAD COMB 2047 ULC, 0.6 D + 0.7 EZ + 1 H
*11 0.6 2 0.7 41 1.0
*LOAD COMB 2048 ULC, 0.6 D + -0.7 EX + 1 H
*11 0.6 1 -0.7 41 1.0
*LOAD COMB 2049 ULC, 0.6 D + -0.7 EZ + 1 H
*11 0.6 2 -0.7 41 1.0
*LOAD COMB 2050 ULC, 1 D + 1 L + 1 T1
*11 1.0 12 1.0 42 1.0
*LOAD COMB 2051 ULC, 1 D + 1 L + 1 T2
*11 1.0 12 1.0 43 1.0
START CONCRETE DESIGN
CODE ACI
MINMAIN 16 MEMB 10 13 14 33 35 37 39 47 77 114 TO 122 2030 TO 2033 2138 2139 2141 2142
MAXMAIN 16 MEMB 2 10 13 14 33 35 37 39 47 77 114 TO 122 2030 TO 2033 2138 2139 2141 2142
DESIGN COLUMN 2 10 13 14 33 35 37 39 47 77 114 TO 122 2030 TO 2033 2138 2139 2141 2142
CONCRETE TAKE
END CONCRETE DESIGN
FINISH