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DEA Report Main Production Building 18-02-2024

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9-storied RMG Factory Building
Structural Analysis and Design Report
Report on
DETAILED ENGINEERING ASSESSMENT
2-Storied Main Production Building
NOYANPURA BAZAR ROAD, MAWNA UNION,
GAZIPUR, BANGLADESH
Client
DEKKO GARMENTS LTD.
(DEKKO-ISHO GROUP)
Date: October 28, 2023
Submitted by
Environment and Infrastructure Management
Solution (EIMS) Limited
Office: Flat 4B & 5B, 126/3 Monipuripara
(Gate-1), Airport Road, Tejgaon, Dhaka-1215
Email: office@eimslbd.com
Telephone: +880258153382
i|Page
Document information
DETAIL ENGINEERING ASSESSMENT (DEA) REPORT
Under
Title of the assignment
Contract number
Location
Consultant (DEA services)
Consultant (Geotechnical investigation)
: Detail Engineering Assessment (DEA) of 2-storied Main Production
Building with mezzanine floor.
: N/A
: Noyanpura Bazar Road, Mawna Union, Gazipur.
Bangladesh.
: Environment and Infrastructure Management Solution (EIMS) Limited
: Bari Nirman Kowshal
Document Version: 1.0
February 1, 2024
Client
DEKKO Garments Limited
(DEKKO-ISHO Group)
Client’s supervisor of this assignment
Arif Hasan Jony
Assisstant General Manager
DEKKO Garments Limited
Submitted by
ENVIRONMENT AND INFRASTRUCTURE
MANAGEMENT SOLUTION (EIMS) LIMITED
126/3 Monipuripara (Gate-1), Airport Road,
Tejgaon, Dhaka-1215
e: office@eimslbd.com | design@eimslbd.com
m: +880 1713-034019
Disclaimer
All rights reserved. No part of this publication may be reproduced or transmitted in any form or by any means electronic, mechanical, photocopied, recorded
or otherwise, or stored in any retrieval system of any nature without the written permission of the copyright holder.
© 2021 Environment and Infrastructure Management Solution (EIMS) Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
i
Contents
INTRODUCTION ......................................................................................................... 1
BUILDING INFORMATION........................................................................................... 1
SCOPE OF WORKS ...................................................................................................... 2
SUMMARY OF VISIT ................................................................................................... 2
ANALYSIS ASSUMPTIONS ........................................................................................... 7
5.1
Construction material properties ........................................................................................... 7
5.2
Building codes and references .............................................................................................. 10
5.3
Structural system .................................................................................................................. 10
5.4
Strength reduction factors for design ................................................................................... 10
5.5
Gravity loads ......................................................................................................................... 10
5.6
Lateral loads .......................................................................................................................... 11
5.7
Load combinations ................................................................................................................ 14
5.8
Boundary condition............................................................................................................... 14
5.9
Application of gravity loads in software ............................................................................... 15
5.10
Application of lateral loads in software ................................................................................ 16
ADEQUACY OF BUILDING STRUCTURE ...................................................................... 18
6.1
Concrete columns ................................................................................................................. 18
6.2
Concrete beams .................................................................................................................... 25
6.3
Adequacy of RC slab .............................................................................................................. 73
6.4
Adequacy of Steel Frame and Bracing .................................................................................. 75
ADEQUACY OF FOUNDATION ................................................................................... 76
7.1
Geotechnical capacity ........................................................................................................... 76
7.2
Geotechnical Capacity of foundations .................................................................................. 77
7.3
Punching Shear Check ........................................................................................................... 84
SEISMIC CHECKS ...................................................................................................... 92
8.1
Stiffness Irregularity check .................................................................................................... 92
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
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REPORT | DETAIL ENGINEERING ASSESSMENT
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8.2
Storey Drift check .................................................................................................................. 92
8.3
Torsional irregularity check................................................................................................... 93
SERVICEABILITY CHECK ............................................................................................ 93
ADEQUECY OF STEEL STRUCTURE AFTER RETROFITTING ........................................... 94
10.1
Adequacy of Steel Frame and Bracing .................................................................................. 94
ASCE 41 TIER 1 RECOMMENDATION AND RESPONSE ................................................ 95
CONCLUSION AND RECOMMENDATION ................................................................... 95
DISCLAIMER............................................................................................................. 96
List of figures
Figure 4.1: Main Production building. .................................................................................................... 3
Figure 4.2: A quick Ferro-scanning at GF column. .................................................................................. 3
Figure 4.3: A quick Ferro-scanning at GF column. .................................................................................. 4
Figure 4.4: A quick Ferro-scanning of Beam and Column. ...................................................................... 4
Figure 4.5: Verification of RCC Members. ............................................................................................... 5
Figure 4.6: Verification of Steel Members. ............................................................................................. 5
Figure 4.7: Concrete core sample collection from GF column. .............................................................. 6
Figure 4.8: Samples of concrete core collected from ground floor column and beam. ......................... 6
Figure 5.1: Calculation of equivalent concrete strength according to ACI 214.4R-2010 and ACI 562M2013. ....................................................................................................................................................... 7
Figure 5.2: Compressive strength test report of Concrete core samples (page-1) ................................ 8
Figure 5.3: Compressive strength test report of Concrete core samples (page-2) ................................ 9
Figure 5.4: Wind load Assignment on X direction................................................................................. 12
Figure 5.5: Wind load Assignment on Y direction ................................................................................. 13
Figure 5.6: Assigned floor finish load on typical floor (psf) .................................................................. 15
Figure 5.7: Typically assigned floor finish on typical floors (psf) .......................................................... 15
Figure 5.8: Assigned equivalent static seismic load along X direction as per BNBC 2006 .................... 16
Figure 5.9: Assigned equivalent static seismic load along Y direction as per BNBC 2006 .................... 16
Figure 5.10: Assigned equivalent static seismic load along X direction as per BNBC 2006 .................. 17
Figure 5.11: Assigned equivalent static seismic load along Y direction as per BNBC 2006 .................. 17
Figure 6.1: Column PMM ratio along Grid-A ........................................................................................ 19
Figure 6.2: Column PMM ratio along Grid-A’ ....................................................................................... 19
Figure 6.3: Column PMM ratio along Grid-B......................................................................................... 19
Figure 6.4: Column PMM ratio along Grid-B’........................................................................................ 20
Figure 6.5: Column PMM ratio along Grid-C......................................................................................... 20
Figure 6.6: Column PMM ratio along Grid-D ........................................................................................ 20
Figure 6.7: Column PMM ratio along Grid-D’ ....................................................................................... 21
Figure 6.8: Column PMM ratio along Grid-E ......................................................................................... 21
Figure 6.9: Column PMM ratio along Grid-F ......................................................................................... 21
Figure 6.10: Column PMM ratio along Grid-F’ ...................................................................................... 22
Figure 6.11: Column PMM ratio along Grid-G ...................................................................................... 22
Figure 6.12: Column PMM ratio along Grid-H ...................................................................................... 22
Figure 6.13: Column PMM ratio along Grid-I ........................................................................................ 23
Figure 6.14: Column PMM ratio along Grid-J ....................................................................................... 23
Figure 6.15: Column PMM ratio along Grid-K....................................................................................... 24
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
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REPORT | DETAIL ENGINEERING ASSESSMENT
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Figure 6.16: Column PMM ratio of all concrete members. .................................................................. 24
Figure 6.17: 1st floor slab required top reinforcement along N-S direction (in2/ft).............................. 73
Figure 6.18: 1st floor slab required bottom reinforcement along N-S direction (in2/ft) ....................... 74
Figure 6.19: Adequacy of Steel Truss (PMM) ........................................................................................ 75
Figure 10.1: Adequacy of Steel Truss (PMM) ........................................................................................ 94
List of tables
Table 2.1: Building general information ................................................................................................. 1
Table 5.1: Concrete strength at different location of building for DEA .................................................. 7
Table 5.2: Building code and references for evaluation ....................................................................... 10
Table 5.3: Strength reduction factor for structural members .............................................................. 10
Table 5.4: Strength reduction factor for structural members .............................................................. 10
Table 5.5: Information of construction material properties for analysis ............................................. 11
Table 5.6: Typically assigned live loads on floors.................................................................................. 11
Table 5.7: Requirement for earthquake Load Calculation .................................................................... 13
Table 5.8: Mass source definition for seismic weight calculation ........................................................ 18
Table 6.1: Stress level categories for concrete columns (P-M-M ratio) ............................................... 18
Table 6.2: Beam adequacy check .......................................................................................................... 25
Table 6.3: Slab reinforcement (provided) ............................................................................................. 74
Table 7-1: Parameters for the sample bearing capacity calculation of footing F1 using BH-02........... 76
Table 7-2: Sample bearing capacity calculation of footing F1 using BH-02 .......................................... 76
Table 7-3: Geotechnical capacity summary for footings ...................................................................... 76
Table 7-4: Geotechnical adequacy check.............................................................................................. 77
Table 7-5: Punching adequacy check .................................................................................................... 84
Table 8.1: Stiffness Irregularity check in X-direction ............................................................................ 92
Table 8-2: Stiffness irregularity check in Y-direction ............................................................................ 92
Table 8-3: Storey drift check in X-direction .......................................................................................... 92
Table 8-4: Storey drift check in Y-direction........................................................................................... 92
Table 8-5: Torsional irregularity check in X-direction ........................................................................... 93
Table 8-6: Torsional irregularity check in Y-direction ........................................................................... 93
Table 8-7: Moment amplification to account for torsional irregularity check in X-direction (EX) ....... 93
Table 8-8: Moment amplification to account for torsional irregularity check in Y-direction (EY)........ 93
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
1
INTRODUCTION
The 2-Storied Main Production Building is the production building of DEKKO Garments Limited as
a part of DEKKO-ISHO Group. The building is located at Noyanpura Bazar Road, Mawna Union,
Gazipur, Bangladesh. The authority of DEKKO Garments Limited engaged Environment and
Infrastructure Management Solution (EIMS) Limited for performing Detail Engineering
Assessment (DEA) of the building. In this regard, a technical team comprising of two (02) members
was formed by EIMS management to carry out the work.
DEA was performed considering the as-built condition of the building. This report manifests the
structural analysis & structural member’s adequacy considering the Bangladesh National Building
Code (2006) code, specified live loads as per current occupancy levels by the factory management.
Density of construction materials considered based on the aggregate types and existing
superimposed dead loads. The overall analysis has been performed according to Bangladesh
National Building Code (2006) to consider seismic forces based on defined soil conditions and wind
loads as per defined exposure category. Concrete cores were collected to evaluate equivalent
concrete strength (As per ACI-562) for structural members only. The equivalent core strength is
4,243 psi following core test report and existing rebar yield strength is considered 60,000 psi. The
structural and architectural drawings were verified by quick-scanning, physical inspection, and
dimensions measurement, etc. Foundation was checked using the information available in the
sub-soil investigation report.
The summary of the outcomes and recommendations are illustrated in following section of this
report.
BUILDING INFORMATION
The building is a RCC intermediate moment resisting frame with steel roof truss. The general
building information written in Table 2.1.
Table 2.1: Building general information
Key Item
Construction year
Building occupancy
Description of Key Item
2016-18
2-storied Production Building




Structural system
Total story number
Building plan dimension
Ground floor – sewing machines, cutting tables, hangers,
Sub-store etc.
Mezzanine Floor- male and female toilet block.
First floor – sewing machines, cutting tables, hangers,
fabric-store etc.
Roof – open to sky
Moment Resisting Frame
2-storied
74.95 m along north south face, 182.69 m along east west
face.
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
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Key Item
Floor height
Source drawings
Provided as-built
drawings
Geotechnical information
Foundation information
Construction material and
strength
2
Description of Key Item
2-storied RMG storage building; total building height = 16.76
m (approx.) and the mezzanine floor is 3.85 m from the EGL
level.
Architectural, structural drawings.
Architectural, structural drawings and allowable live load
plans prepared.
Bari Nirman Kowshal
Single column foundation having typical depth of 2400 mm
with compacted sand layer.
Concrete design compressive strength, 𝑓𝑐′ = 4,243 𝑝𝑠𝑖 as per
the core test from column and beam (stone aggregates). Yield
strength of steel deformed bar mentioned 𝑓𝑦 = 60,000 𝑝𝑠𝑖
(flexural) for rebar as per the structural drawings.
SCOPE OF WORKS
The general objectives of this assessment are to identify the major structural deficiencies by doing
the linear structural analysis with respect to the existing building information such as construction
drawings, information of construction material strength and analysis according to building code,
earthquake load based on the ground motion. To conduce this assessment the scope of works is
mentioned belowa) Verification of as-built drawings (architectural and structural parts)
b) Concrete core sample collection a total of 10 from ground floor and first floor.
c) Detailed Engineering Assessment (DEA) and serviceability checks.
d) Remedial measures for infill out of plane failure for masonry walls.
SUMMARY OF VISIT
During the building visit the physical checking and quick Ferro-scanning of major structural
elements were carried out. The pictorial evidences are shown in figures below. In Figure 4.2 the
team also found two unrecognized additions which do not have any available documents present.
Recommendation about these two additions is given in the Recommendation and conclusion
section of this report. Figure 4.3 shows the identification of rebar position and number by Ferroscanning to image creating process. Figure 4.7 and Figure 4.8 shows the concrete core cutting on
the ground floor and collected samples.
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Figure 4.1: Main Production building.
Figure 4.2: A quick Ferro-scanning at GF column.
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Figure 4.3: A quick Ferro-scanning at GF column.
Figure 4.4: A quick Ferro-scanning of Beam and Column.
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Figure 4.5: Verification of RCC Members.
Figure 4.6: Verification of Steel Members.
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Figure 4.7: Concrete core sample collection from GF column.
Figure 4.8: Samples of concrete core collected from ground floor column and beam.
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ANALYSIS ASSUMPTIONS
5.1 Construction material properties
The summary of construction material properties for 2-Storied Main Production Building is
mentioned in Table 5.1 from the given structural drawing and material test reports.
Table 5.1: Concrete strength at different location of building for DEA
𝒇′𝒄 used in analysis
Structural Element
Beam
Column
Slab
4,243 psi
Calculation of equivalent core strength
Code Reference:
Project:
Dekko Garments Limited (Utility Building)
(i) ACI 214.4R-2010: Conversion of core strengths to equivalent inplace strengths (Art. 9.1, 9.2)
Location:
Noyanpura Bazar Road, Mawna Union, Gazipur.
(ii) ACI 562M-2013: Calculation of the equvalent specified concrete
strength (Art. 6.4.3)
Compressive Strength of Cores, Test Method:
ASTM C42/C42M
Serial Sample Core Location Length Diameter Strength Strength Failure Strength correction factors (ACI 214.2R)*Strength*Strength
ID
l (in)
d (in) fcore (psi) fcore (MPa) Type
Fl/d
Fdia
Fmc
Fdrill
fc (psi) fc (MPa)
Column, GF
1 Core-1
5.20
2.68
3030
20.89 Combined
3337.491
23.01
(Grid# A-24)
0.999552
1.0396
1
1.06
Column, GF
2 Core-2
5.24
2.68
6310
43.51 Combined
6951.821
47.93
(Grid# B-20)
0.999763
1.0396
1
1.06
Shear Wall, GF
3 Core-3
5.20
2.68
6060
41.78 Combined
6675.207
46.02
(Grid# D-17)
0.999586
1.0396
1
1.06
Column, GF
4 Core-4
5.20
2.68
5420
37.37 Combined
5970.192
41.16
(Grid# A'-12)
0.999578
1.0396
1
1.06
Column, GF
5 Core-5
5.20
2.68
6000
41.37 Combined
6609.112
45.57
(Grid# A'-8)
0.999585
1.0396
1
1.06
Column, GF
6 Core-6
5.24
2.68
5350
36.89 Combined
5894.139
40.64
(Grid# H-4)
0.999757
1.0396
1
1.06
Column, GF
7 Core-7
5.16
2.68
5150
35.51 Combined
5671.464
39.10
(Grid# H-10)
0.999346
1.0396
1
1.06
Column, GF
8 Core-8
5.20
2.68
3470
23.92 Combined
3822.162
26.35
(Grid# I-11)
0.999557
1.0396
1
1.06
Column, GF
9 Core-9
5.24
2.68
5340
36.82 Combined
5883.121
40.56
(Grid# A-1)
0.999757
1.0396
1
1.06
Beam, RF (Grid#
10 Core-10
5.24
2.68
2830
19.51 Mortar
3117.784
21.50
A'-3-4)
0.999741
1.0396
1
1.06
Now, the following calculations are
The sample mean in-place strength, f c,avg = 5393.249 psi
Standard deviation of in-place strength, S c = 1426.893 psi
Coefficient of variation V = Scfc,avg = 0.26457
Total number of cores, n =
10
V, modification factor kc =
1.08
Also, Aggregate type of concrete core = Stone
Therefore,
The equvalent specified concrete strength
fc,eqv = 0.9*fc,avg*[1-1.28*{(kc*V) 2/n+0.0015}1/2]
4.243 ksi
and Ec = 3712.94 ksi
fc,eqv =
29.26 MPa
25599.8 MPa
Figure 5.1: Calculation of equivalent concrete strength according to ACI 214.4R-2010 and ACI
562M-2013.
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Figure 5.2: Compressive strength test report of Concrete core samples (page-1)
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Figure 5.3: Compressive strength test report of Concrete core samples (page-2)
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5.2 Building codes and references
The following building codes followed for the selection of occupancy, gravity and lateral loads, soil
classification and other design guidance for the evaluation of the building.
Table 5.2: Building code and references for evaluation
Building Code
BNBC 2006
ASCE 7-05
Name
Bangladesh National Building Code (2006)
– published by Housing and Building
Research Institute, Dhaka, Bangladesh
Minimum Design Loads for Buildings and
Other Structures – published by American
Society of Civil Engineers
Purpose
Analysis, Design Guideline,
Loads and Loads Combinations
and Strength Reduction Factor
Loads
5.3 Structural system
Intermediate moment resisting frame was assumed as a lateral force resisting system for RCC
portion. Ordinary moment resisting frame system was assumed for Steel portion.
5.4 Strength reduction factors for design
According to BNBC 2006, the strength of material shall have to be considered with multiplying a
certain reduction factor depending on the behavior of structural members while designing the
physical dimension of members and shown in Table 5.4.
Table 5.3: Strength reduction factor for structural members
Behavior of Structural Member
Bending
Compression
Torsion
Shear
Strength Reduction Factor, 
0.90
0.75
0.90
0.90
Table 5.4: Strength reduction factor for structural members
Behavior of Structural Member
Tension controlled
Compressive controlled
-
with spiral reinforcement
with ties reinforcement
Shear and/ or torsion
Shear seismic
Joint shear
Strength Reduction Factor, 
0.90
0.75
0.65
0.75
0.60
0.85
5.5 Gravity loads
5.5.1 Dead load
For this building, the total weight of columns, beams and slabs for each floor is considered as selfweight of structure. Weight due to floor finish, brick masonry wall and parapet wall act as super
dead load. According to BNBC 2006, the unit weights of reinforced concrete, brick masonry wall
are mentioned in
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Table 5.5.
Table 5.5: Information of construction material properties for analysis
Building
2-storied
Main
Production
Building
Material
Unit Weight
Description
(pcf)
Steel Beam
490
Concrete having
150
Stone aggregates
with steel bar
Steel deformed
490
bar
Compressive or Yield
Modulus of
Strength (psi)
Elasticity (psi)
For Beam
50,000
29,000,000
For column
4,243
3,712,883
For beam
4,243
3,712,883
For floor slab
4,243
3,712,883
For column
60,000
29,000,000
For beam
60,000
29,000,000
For floor slab
60,000
29,000,000
120 For partition
N/A
N/A
Brick
masonry
wall
Note 1: Compressive strength is for concrete and yield strength is for steel deformed bar
Note 2: The floor finish is considered on average as 20 psf.
5.5.2 Live load
Live load is the load superimposed by the use or occupancy of the building not including the
environmental loads such as wind load, rain load, earthquake load or dead load. The live loads
used for the structural design of floors, roof and the supporting members shall be the greatest
applied loads arising from the intended use or occupancy of the building. Or from the stacking of
materials and the use of equipment and propping during construction but shall not be less than
the minimum design live loads set out by the provisions of this section. The assigned live loads are
considered for the building.
Table 5.6: Typically assigned live loads on floors
Building Name
Occupancy
2-Storied
Main  Stair/Fire scape
Production Building
 Storage Area
 Swing and cutting area
 Office Area
 Toilet Area
 Open to Sky (flat roof)
 Open to Sky (inclined
roof)
Assigned Live Load (kN/m2)
5.0
6.0
3.0
3.0
2.0
1.5
1.0
These loads are lower than the code specified and chosen after analysis. This is a proposed load
plan must be maintained for the structure throughout its life span.
5.6 Lateral loads
5.6.1.1 Wind load (RCC)
The minimum design wind load on buildings and components thereof shall be determined
based on the velocity of the wind, the shape and size of the building and the terrain exposure
condition of the site as set forth by the provisions of this section. For the overall design of
structures, the general design requirements as specified in BNBC 2006.
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a) Building location
:
b) Wind exposure category [CL. 2.4.4.1] :
c) Importance coefficient, I [Table 6.2.9] :
Gazipur, Dhaka Division
A
1.0
The equation for calculating design wind pressure is 𝑝𝑧=𝐶𝐶𝐶𝐼𝐶𝐺𝐶𝑧𝐶𝑝𝑒𝑉𝑏2 and values of other
coefficients vary with respect to each floor height from the existing ground level and geometry
of building plan.
Wind load calculation-RCC Portion (BNBC 2006):
Mean floor height, h = 14.78 m
Basic Wind Speed, V𝑏 = 215 𝑘𝑚h−1
[BNBC-2006 Table 6.2.8]
Velocity to Pressure conversion Coefficient, Cc = 0.0000472;
Importance Factor, CI = 1
[BNBC 2006 Table 6.2.9]
2
Sustained Wind Pressure, qz = Cc Ci CZ V𝑏
[BNBC 2006 Eq. 2.4.1]
For X-direction roof wind,
Figure 5.4: Wind load Assignment on X direction
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For Y-direction roof wind,
Figure 5.5: Wind load Assignment on Y direction
5.6.1.2 Seismic force
Equivalent static method:
The evaluation of the seismic loads starts with the calculation of the design base shear which
is derived from the design response spectrum. This Section presents different computations
relevant to the equivalent static analysis procedure. All the relevant information for the
equivalent static method is followed from the Art. 2.5, Part 6, BNBC 2006. The total seismic
weight is defied from the (i) self-weight of the structure (ii) all super imposed dead loads. The
site-specific coefficients are mentioned below.
Table 5.7: Requirement for earthquake Load Calculation
Required Information
Seismic zone and PGA
Structural Importance Coefficient, I
Response Modification Coefficient, R
Site dependent soil coefficient, S
Parameters for Earthquake
Load
Zone-2 (Z=0.15)
1 (standard)
For Concrete - 8 (IMRF)
For Steel – 6 (OMRF)
1.5
Reference of BNBC
2006
Table 6.2.22, Part 6
Table 6.2.23, Part 6
Table 6.2.24, Part 6
Table 6.2.25, Part 6
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14
Required Information
Parameters for Earthquake Reference of BNBC
Load
2006
For RCC Structural fundamental 0.03 (for FPS unit)
Art. 2.5.6.2, Part 6
period coefficient, Ct
For Steel Structural fundamental 0.035 (for FPS unit)
Art. 2.5.6.2, Part 6
period coefficient, Ct
5.7 Load combinations
According to the BNBC 2006 load combinations for concrete moment resisting frames are
mentioned for analyzing. Notification for each load pattern is mentioned below.
Dead Load = D,
Live Load = L/Lf,
Roof Live Load= Lr
Wind Load = W
Earthquake Load = E
Wind and earthquake load along X and Y directions are considered for load combinations.
For steel structural members:
1. 1.4D
2. 1.2D + 1.6Lf +0.5Lr
3. 1.2D + 0.5Lf +1.6Lr
4. 1.2D + 0.5Lf ± 0.8 W
5. 1.2D + 0.5Lf + 0.5Lr ± 1.3 W
6. 1.2D + 0.5Lf ± 1.5 E
7. 0.9D ± 1.3 W
8. 0.9D ± 1.5 E
For concrete structural members:
1. 1.4D
2. 1.4D + 1.7L
3. 1.05D + 1.275L ± 1.275 W
4. 1.05D + 1.275L ± 1.4025 E
5. 0.9D ± 1.3 W
6. 0.9D ± 1.43 E
5.8 Boundary condition
In finite element analysis, the boundary condition is an important parameter. It depends on the
building structural system, configuration, foundation type etc. The foundation of the evaluated
building is deep foundation. The base points of all columns were considered as fixed support. Fixed
support condition of any base means that the translational movements along the three principal
axes is restrained and the rotation about the three principal axes is restrained.
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REPORT | DETAIL ENGINEERING ASSESSMENT
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5.9 Application of gravity loads in software
5.9.1 Assignment of load due to Live Load finish
Figure 5.6: Assigned floor finish load on typical floor (psf)
5.9.2 Assignment of load due to Floor Finish
Figure 5.7: Typically assigned floor finish on typical floors (psf)
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REPORT | DETAIL ENGINEERING ASSESSMENT
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5.10 Application of lateral loads in software
5.10.1 Assignment of earthquake load for DEA model (RCC Portion)
Figure 5.8: Assigned equivalent static seismic load along X direction as per BNBC 2006
Figure 5.9: Assigned equivalent static seismic load along Y direction as per BNBC 2006
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5.10.2 Assignment of earthquake load for DEA model (Steel Portion)
Figure 5.10: Assigned equivalent static seismic load along X direction as per BNBC 2006
Figure 5.11: Assigned equivalent static seismic load along Y direction as per BNBC 2006
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REPORT | DETAIL ENGINEERING ASSESSMENT
Table 5.8: Mass source definition for seismic weight calculation
Load Pattern
Multiplier
Dead
1
FF
1
PW
1
Live Storage
0.25
These masses were defined as follows:
 Include lateral mass
 Lump lateral mass at story levels
ADEQUACY OF BUILDING STRUCTURE
6.1 Concrete columns
Adequacy of structural capacity of column (P-M-M interaction ratio) according to design guideline
has been presented in following figures. Two categories are considered to indicate two stress
conditions and mentioned in Table 6.1.
Table 6.1: Stress level categories for concrete columns (P-M-M ratio)
Categories
1
2
Description
P-M-M ratio ≤ 1.05
P-M-M ratio > 1.05
Remark
Adequate
Inadequate
The PMM ratios for columns are shown below-
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Figure 6.1: Column PMM ratio along Grid-A
Figure 6.2: Column PMM ratio along Grid-A’
Figure 6.3: Column PMM ratio along Grid-B
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Figure 6.4: Column PMM ratio along Grid-B’
Figure 6.5: Column PMM ratio along Grid-C
Figure 6.6: Column PMM ratio along Grid-D
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Figure 6.7: Column PMM ratio along Grid-D’
Figure 6.8: Column PMM ratio along Grid-E
Figure 6.9: Column PMM ratio along Grid-F
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Figure 6.10: Column PMM ratio along Grid-F’
Figure 6.11: Column PMM ratio along Grid-G
Figure 6.12: Column PMM ratio along Grid-H
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Figure 6.13: Column PMM ratio along Grid-I
Figure 6.14: Column PMM ratio along Grid-J
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Figure 6.15: Column PMM ratio along Grid-K
Figure 6.16: Column PMM ratio of all concrete members.
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6.2 Concrete beams
Adequacy of concrete beams depends on flexural, shear and torsional capacity of beam based on the analysis. The required flexural demand especially the
reinforcement requirement of grade and floor beams are shown below after retrofitting of steel columns.
It has been found that all beams are adequate in flexure.
Table 6.2: Beam adequacy check
Beam information
Required
As Top
As Bot
in²
in²
Provided
As Top
As Bot
in²
in²
Label
Story
Section
Loc.
B2910
RF
FB212-300x750
End-I
1.0656
0.472
2.922
B2910
B2910
B2912
B2912
B2912
B2913
B2913
B2913
B2914
B2914
B2914
B2915
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
FB212-300x750
FB212-300x750
FB211-300x750
FB211-300x750
FB211-300x750
FB211-300x750
FB211-300x750
FB211-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
0.1989
1.0576
0.2474
0.0395
0.2518
0.177
0.0343
0.168
1.0656
0.2288
1.0656
1.0656
1.051
0.513
1.066
1.541
1.066
1.069
1.66
1.084
0.975
1.568
0.985
0.954
B2915
B2915
B2916
B2916
B2916
RF
RF
RF
RF
RF
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
Middle
End-J
End-I
Middle
End-J
0.2157
1.0656
1.0656
0.2062
1.0656
1.564
0.991
0.907
1.514
0.899
Remarks
Top
Bot
1.461
Adequate
Adequate
0.974
2.922
1.461
1.461
1.461
1.461
1.461
1.461
2.922
0.974
2.922
2.922
2.922
1.461
1.461
2.922
1.461
1.461
2.922
1.461
1.461
2.922
1.461
1.461
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
0.974
2.922
2.922
0.974
2.922
2.922
1.461
1.461
2.922
1.461
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
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REPORT | DETAIL ENGINEERING ASSESSMENT
26
Beam information
Label
Story
Section
Loc.
B2917
B2917
B2917
B2918
B2918
B2918
B2919
B2919
B2919
B2920
B2920
B2920
B2921
B2921
B2921
B2922
B2922
B2922
B2923
B2923
B2923
B2924
B2924
B2924
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
FB212-300x750
FB212-300x750
FB212-300x750
FB211-300x750
FB211-300x750
FB211-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB211-300x750
FB211-300x750
FB211-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
1.0656
0.2045
1.0656
0.1808
0.0349
0.1807
1.0656
0.2275
1.0656
0.2581
0.0352
0.2535
0.9191
0.3178
0.3178
0.3388
0.4027
1.0656
1.0656
0.4377
0.2152
0.1793
0.4041
1.0656
0.891
1.514
0.911
1.066
1.638
1.066
0.935
1.531
0.907
1.066
1.513
1.066
0.322
0.909
1.066
1.066
0.869
0.471
0.323
0.558
1.031
1.042
0.52
0.292
Provided
As Top
As Bot
in²
in²
2.922
0.974
2.922
1.461
1.461
1.461
2.922
0.974
2.922
1.461
1.461
1.461
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
1.461
2.922
1.461
1.461
2.922
1.461
1.461
2.922
1.461
1.461
2.922
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
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REPORT | DETAIL ENGINEERING ASSESSMENT
27
Beam information
Label
Story
Section
Loc.
B2925
B2925
B2925
B2926
B2926
B2926
B2927
B2927
B2927
B2928
B2928
B2928
B2929
B2929
B2929
B2930
B2930
B2930
B2931
B2931
B2931
B2932
B2932
B2932
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
1.0656
0.2242
1.0656
1.0656
0.1932
1.0656
1.0656
0.2289
0.1978
0.1702
0.3063
1.0392
1.0656
0.337
0.1657
0.1374
0.1601
0.9053
0.8698
0.1406
0.1406
0.1744
0.3627
1.0656
0.344
1.066
0.319
0.298
1.066
0.277
0.321
0.5
1.066
1.066
0.641
0.272
0.301
0.638
1.066
1.041
0.592
0.18
0.182
0.581
1.006
1.066
0.614
0.302
Provided
As Top
As Bot
in²
in²
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
28
Beam information
Label
Story
Section
Loc.
B2933
B2933
B2933
B2934
B2934
B2934
B2935
B2935
B2935
B2936
B2936
B2936
B2937
B2937
B2937
B2938
B2938
B2938
B2939
B2939
B2939
B2940
B2940
B2940
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
FB201-300x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
1.0318
0.3076
0.1537
0.1679
0.4302
1.0656
1.0656
0.1744
1.05
1.0656
0.1611
1.0656
1.0656
0.1943
0.1668
0.17
0.3412
1.0656
1.0656
0.3445
0.1812
0.1558
0.1875
0.91
0.254
0.493
1.047
1.065
0.489
0.298
0.286
1.066
0.265
0.243
1.066
0.259
0.278
0.494
1.062
1.062
0.605
0.275
0.301
0.653
1.066
1.066
0.657
0.221
Provided
As Top
As Bot
in²
in²
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
29
Beam information
Label
Story
Section
Loc.
B2941
B2941
B2941
B2942
B2942
B2942
B2949
B2949
B2949
B2954
B2954
B2954
B2955
B2955
B2955
B2956
B2956
B2956
B2957
B2957
B2957
B2958
B2958
B2958
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
FB211-300x750
FB211-300x750
FB211-300x750
FB211-300x750
FB211-300x750
FB211-300x750
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
0.175
0.0356
0.1715
0.1797
0.0334
0.1759
0.1649
0.0797
0.1303
0.6006
0.2138
0.3993
0.4506
0.0708
0.5376
0.5213
0.0786
0.5373
0.5217
0.076
0.5416
0.5307
0.0663
0.4656
1.07
1.656
1.078
1.066
1.64
1.066
0.099
0.196
0.158
0.275
0.33
0.068
0.107
0.224
0.129
0.136
0.264
0.14
0.138
0.266
0.14
0.137
0.236
0.099
Provided
As Top
As Bot
in²
in²
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
2.922
1.461
1.461
2.922
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
30
Beam information
Label
Story
Section
Loc.
B2959
B2959
B2959
B2960
B2960
B2960
B2962
B2962
B2962
B2965
B2965
B2965
B2966
B2966
B2966
B2970
B2970
B2970
B2971
B2971
B2971
B2972
B2972
B2972
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB321-300x450
FB321-300x450
FB321-300x450
FB321-300x450
FB321-300x450
FB321-300x450
FB311-300x600
FB311-300x600
FB311-300x600
FB311-300x600
FB311-300x600
FB311-300x600
FB311-300x600
FB311-300x600
FB311-300x600
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
0.3993
0.1352
0.6006
0.6944
0.1475
0.6006
0.1469
0.0667
0.108
0.3644
0.2146
0.6006
0.3064
0.1251
0.4411
0.3059
0.0501
0.2994
0.3009
0.049
0.3388
0.7838
0.1839
0.7588
0.053
0.268
0.179
0.271
0.511
0.213
0.096
0.184
0.125
0.446
0.272
0.394
0.468
0.286
0.366
0.093
0.111
0.077
0.091
0.083
0.092
0.232
0.526
0.28
Provided
As Top
As Bot
in²
in²
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.56
1.56
1.56
1.56
1.56
1.56
2.085
0.624
2.085
2.085
0.624
2.085
2.085
0.624
2.085
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
0.936
0.936
0.936
0.936
0.936
0.936
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
31
Beam information
Label
Story
Section
Loc.
B2973
B2973
B2973
B2974
B2974
B2974
B2975
B2975
B2975
B2976
B2976
B2976
B2977
B2977
B2977
B2978
B2978
B2978
B2979
B2979
B2979
B2982
B2982
B2982
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
FB311-300x600
FB311-300x600
FB311-300x600
FB311-300x600
FB311-300x600
FB311-300x600
FB311-300x600
FB311-300x600
FB311-300x600
FB321-300x450
FB321-300x450
FB321-300x450
FB321-300x450
FB321-300x450
FB321-300x450
FB321-300x450
FB321-300x450
FB321-300x450
FB321-300x450
FB321-300x450
FB321-300x450
FB212-300x750
FB212-300x750
FB212-300x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
0.8331
0.1726
0.5844
0.5793
0.0844
0.582
0.2454
0.471
0.2457
0.2758
0.062
0.062
0.1031
0.0576
0.2846
0.1552
0.0347
0.0338
0.2427
0.0518
0.0518
0.4929
0.1905
1.0656
0.294
0.45
0.157
0.15
0.389
0.155
0.404
0.384
0.062
0.098
0.236
0.162
0.18
0.173
0.094
0.182
0.353
0.245
0.136
0.305
0.23
0.428
0.541
0.372
Provided
As Top
As Bot
in²
in²
2.085
0.624
2.085
2.085
0.624
2.085
2.085
0.624
2.085
1.56
1.56
1.56
1.56
1.56
1.56
1.56
1.56
1.56
1.56
1.56
1.56
2.922
0.974
2.922
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
1.461
2.922
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
32
Beam information
Label
Story
Section
Loc.
B110
B110
B110
B119
B119
B119
B122
B122
B122
B126
B126
B126
B173
B173
B173
B174
B174
B174
B175
B175
B175
B176
B176
B176
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
FB312-300x500
FB312-300x500
FB312-300x500
FB312-300x500
FB312-300x500
FB312-300x500
FB312-300x500
FB312-300x500
FB312-300x500
FB312-300x500
FB312-300x500
FB312-300x500
FB312-300x500
FB312-300x500
FB312-300x500
FB312-300x500
FB312-300x500
FB312-300x500
FB6-250x400
FB6-250x400
FB6-250x400
FB6-250x400
FB6-250x400
FB6-250x400
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
0.4515
0.1256
0.4838
0.4941
0.1355
0.4582
0.4872
0.1043
0.4355
0.4488
0.0901
0.4362
0.4267
0.073
0.4198
0.4613
0.1142
0.4241
0.2263
0.052
0.3249
0.1392
0.0447
0.2128
0.282
0.288
0.22
0.186
0.233
0.219
0.196
0.273
0.269
0.258
0.267
0.178
0.167
0.149
0.169
0.18
0.289
0.287
0.121
0.323
0.16
0.24
0.418
0.176
Provided
As Top
As Bot
in²
in²
2.085
0.624
2.085
2.085
0.624
2.085
2.085
0.624
2.085
2.085
0.624
2.085
2.085
0.624
2.085
2.085
0.624
2.085
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
33
Beam information
Label
Story
Section
Loc.
B177
B177
B177
B223
B223
B223
B224
B224
B224
B225
B225
B225
B226
B226
B226
B227
B227
B227
B228
B228
B228
B229
B229
B229
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
FB6-250x400
FB6-250x400
FB6-250x400
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB212-300x750
FB212-300x750
FB212-300x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
0.2068
0.0667
0.2776
1.1508
0.5224
0.195
0.0586
0.0637
0.0651
0.2158
0.6023
1.1708
1.1542
0.6006
0.207
0.053
0.0547
0.0553
0.2184
0.6006
1.1755
0.605
0.2571
0.0541
0.131
0.335
0.147
0.448
0.198
0.471
0.601
0.601
0.601
0.458
0.205
0.416
0.421
0.211
0.474
0.601
0.601
0.601
0.496
0.218
0.404
0.118
0.396
0.473
Provided
As Top
As Bot
in²
in²
0.936
0.936
0.936
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
2.922
0.974
2.922
0.936
0.936
0.936
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
2.922
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
34
Beam information
Label
Story
Section
Loc.
B230
B230
B230
B231
B231
B231
B232
B232
B232
B233
B233
B233
B234
B234
B234
B235
B235
B235
B606
B606
B606
B607
B607
B607
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
0.0353
0.034
0.0304
0.1551
0.6624
1.0656
1.0656
0.6547
0.1734
0.0348
0.0371
0.0383
0.0392
0.2798
0.667
0.898
0.5733
0.1326
0
0.0162
0.0285
0.1745
0.545
0.8193
0.474
0.46
0.27
0.197
0.154
0.366
0.35
0.172
0.173
0.243
0.426
0.44
0.433
0.31
0.097
0.266
0.118
0.277
0.417
0.509
0.477
0.393
0.181
0.304
Provided
As Top
As Bot
in²
in²
2.922
0.974
2.922
2.922
0.974
2.922
2.922
0.974
2.922
2.922
0.974
2.922
2.922
0.974
2.922
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
2.922
1.461
1.461
2.922
1.461
1.461
2.922
1.461
1.461
2.922
1.461
1.461
2.922
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
35
Beam information
Label
Story
Section
Loc.
B608
B608
B608
B609
B609
B609
B610
B610
B610
B611
B611
B611
B612
B612
B612
B613
B613
B613
B614
B614
B614
B615
B615
B615
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
1.1905
0.6049
0.2273
0.0478
0.0478
0.0471
0.2154
0.6006
1.1874
1.2036
0.6006
0.2486
0.062
0.0621
0.0621
0.2353
0.6006
1.1669
1.0656
0.721
0.1869
0.0479
0.051
0.0522
0.437
0.228
0.478
0.601
0.601
0.601
0.497
0.262
0.473
0.444
0.249
0.533
0.601
0.601
0.601
0.53
0.237
0.448
0.406
0.186
0.187
0.217
0.448
0.479
Provided
As Top
As Bot
in²
in²
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
2.922
0.974
2.922
2.922
0.974
2.922
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
2.922
1.461
1.461
2.922
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
36
Beam information
Label
Story
Section
Loc.
B616
B616
B616
B617
B617
B617
B618
B618
B618
B619
B619
B619
B620
B620
B620
B621
B621
B621
B622
B622
B622
B623
B623
B623
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
RF
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB212-300x750
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
0.0533
0.2095
0.5518
1.0656
0.5108
0.2003
0.0903
0.1109
0.1188
0.1722
0.3848
1.0656
1.1555
0.6006
0.2463
0.0767
0.0778
0.0785
0.2649
0.6006
1.2293
1.1631
0.5549
0.2269
0.473
0.374
0.069
0.325
0.186
0.682
0.915
1.036
0.96
0.767
0.328
0.272
0.451
0.251
0.53
0.601
0.601
0.601
0.539
0.264
0.467
0.469
0.234
0.507
Provided
As Top
As Bot
in²
in²
2.922
0.974
2.922
2.922
0.974
2.922
2.922
0.974
2.922
2.922
0.974
2.922
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
2.922
1.461
1.461
2.922
1.461
1.461
2.922
1.461
1.461
2.922
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
37
Beam information
Label
Story
Section
Loc.
B624
B624
B624
B625
B625
B625
B1
B1
B1
B2
B2
B2
B3
B3
B3
B4
B4
B4
B5
B5
B5
B6
B6
B6
RF
RF
RF
RF
RF
RF
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB7-300x450
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
0.0754
0.0812
0.0827
0.2537
0.6317
1.2027
1.4351
0.6101
2.3988
2.1304
0.5448
1.9974
1.9934
0.5275
2.0596
2.0268
0.5194
2.0258
1.9592
0.5613
2.1977
2.4857
0.631
1.5709
0.601
0.601
0.601
0.49
0.242
0.455
1.332
2.291
1.024
0.914
1.908
0.947
0.932
1.951
0.905
0.912
1.955
0.942
0.915
1.855
0.942
1.06
2.554
1.332
Provided
As Top
As Bot
in²
in²
1.461
1.461
1.461
1.461
1.461
1.461
2.922
0.974
2.922
2.922
0.974
2.922
2.922
0.974
2.922
2.922
0.974
2.922
2.922
0.974
2.922
2.922
0.974
2.922
1.461
1.461
1.461
1.461
1.461
1.461
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
38
Beam information
Label
Story
Section
Loc.
B7
B7
B7
B8
B8
B8
B9
B9
B9
B10
B10
B10
B11
B11
B11
B12
B12
B12
B13
B13
B13
B14
B14
B14
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB152-250x400
FB152-250x400
FB152-250x400
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
0.6475
0.4359
1.1368
1.6565
0.684
2.7491
2.5851
0.6461
2.1935
1.7485
0.4772
1.5712
1.5409
0.5129
2.0222
2.1166
0.6333
2.5305
2.3076
0.6358
2.541
2.7969
0.695
1.6659
0.77
0.436
0.436
1.066
1.807
1.066
1.066
1.709
0.931
0.75
1.26
0.676
0.779
1.269
0.862
0.993
1.853
1.066
0.977
1.737
1.066
1.066
2.102
1.083
Provided
As Top
As Bot
in²
in²
1.56
1.56
1.56
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
0.936
0.936
0.936
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
39
Beam information
Label
Story
Section
Loc.
B15
B15
B15
B16
B16
B16
B17
B17
B17
B18
B18
B18
B19
B19
B19
B20
B20
B20
B21
B21
B21
B22
B22
B22
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB152-250x400
FB152-250x400
FB152-250x400
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
FB111-300x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
0.6676
0.4359
1.1433
1.6587
0.6729
2.7007
2.5201
0.6309
2.44
2.5704
0.6427
2.2002
2.1684
0.5479
2.0894
2.1822
0.5512
1.8695
1.18
0.7131
1.3962
2.3548
0.5921
1.8535
0.797
0.436
0.444
1.066
1.725
1.066
1.062
1.719
1.03
1.066
1.744
0.934
0.921
1.395
0.889
0.927
1.57
0.799
0.512
0.444
0.603
0.996
2.185
1.077
Provided
As Top
As Bot
in²
in²
1.56
1.56
1.56
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
0.936
0.936
0.936
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
40
Beam information
Label
Story
Section
Loc.
B23
B23
B23
B24
B24
B24
B25
B25
B25
B26
B26
B26
B27
B27
B27
B28
B28
B28
B29
B29
B29
B30
B30
B30
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
1.6543
1.0249
4.187
3.8478
0.9489
3.3048
3.2982
0.8569
3.4445
3.3635
0.8909
3.5927
3.6421
0.9022
2.5458
2.0019
1.2897
0.5133
0.2682
0.4483
1.332
1.5448
0.943
3.8216
2.251
4.925
1.332
1.332
4.237
1.526
1.529
4.338
1.496
1.502
4.316
1.464
1.522
4.482
1.411
0.861
0.513
0.513
0.559
1.178
1.283
2.124
4.539
1.332
Provided
As Top
As Bot
in²
in²
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
41
Beam information
Label
Story
Section
Loc.
B31
B31
B31
B32
B32
B32
B33
B33
B33
B34
B34
B34
B35
B35
B35
B36
B36
B36
B37
B37
B37
B38
B38
B38
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB104-300x650
FB104-300x650
FB104-300x650
FB112-375x750
FB112-375x750
FB112-375x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
3.6429
0.9024
2.9975
2.9969
0.7877
3.1461
3.0962
0.776
3.0703
3.091
0.7748
1.9377
1.8203
1.1589
0.4685
0.3564
0.2906
1.1872
2.8933
0.9106
2.4593
2.6871
0.7518
2.9927
1.332
3.815
1.408
1.414
3.915
1.388
1.369
3.821
1.332
1.332
3.48
1.332
0.785
0.469
0.539
0.629
1.117
1.225
1.191
2.698
1.164
1.332
2.453
1.332
Provided
As Top
As Bot
in²
in²
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
2.435
1.461
2.435
3.896
1.948
3.896
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
2.435
2.435
2.435
1.948
3.896
1.948
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
42
Beam information
Label
Story
Section
Loc.
B39
B39
B39
B40
B40
B40
B41
B41
B41
B42
B42
B42
B43
B43
B43
B44
B44
B44
B45
B45
B45
B46
B46
B46
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
3.3049
0.8247
1.3535
2.6417
0.7407
2.9459
3.2728
0.8172
1.332
2.5705
0.7405
2.945
3.2738
0.8175
1.332
2.4467
0.7525
2.9958
3.3084
0.8255
1.332
2.3303
0.7778
3.1035
1.332
2.946
1.829
1.332
2.401
1.332
1.332
2.911
1.818
1.332
2.41
1.332
1.332
2.892
1.811
1.332
2.425
1.332
1.332
2.899
1.817
1.332
2.45
1.332
Provided
As Top
As Bot
in²
in²
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
43
Beam information
Label
Story
Section
Loc.
B47
B47
B47
B48
B48
B48
B49
B49
B49
B50
B50
B50
B51
B51
B51
B52
B52
B52
B53
B53
B53
B54
B54
B54
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB112-375x750
FB112-375x750
FB112-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
3.3362
0.8319
1.3323
1.9483
0.9123
3.686
3.4129
0.8497
3.0265
3.0997
0.8363
3.3549
3.4624
0.889
3.584
3.4559
0.8596
3.2268
3.3474
0.8345
1.8524
1.332
0.62
0.2628
1.332
2.956
1.868
1.88
4.319
1.332
1.332
3.95
1.474
1.377
3.891
1.332
1.568
4.522
1.4
1.332
3.921
1.332
1.332
3.426
1.449
1.023
0.914
0.316
Provided
As Top
As Bot
in²
in²
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
1.948
3.896
1.948
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
44
Beam information
Label
Story
Section
Loc.
B55
B55
B55
B56
B56
B56
B57
B57
B57
B58
B58
B58
B59
B59
B59
B60
B60
B60
B61
B61
B61
B62
B62
B62
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB103-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
0.4215
1.0758
1.6317
2.3136
0.8058
3.2237
3.1629
0.8297
3.3266
3.5791
0.9882
4.0224
3.9947
0.982
3.8944
3.9837
0.9795
1.9712
1.0721
0.336
0.2291
0.5706
1.332
2.2361
0.422
0.422
0.706
1.353
4.015
1.469
1.332
3.753
1.332
1.693
4.708
1.446
1.428
4.606
1.332
1.332
4.253
1.774
1.306
1.264
0.664
0.571
0.571
0.958
Provided
As Top
As Bot
in²
in²
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
45
Beam information
Label
Story
Section
Loc.
B63
B63
B63
B64
B64
B64
B65
B65
B65
B66
B66
B66
B67
B67
B67
B68
B68
B68
B69
B69
B69
B70
B70
B70
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
2.5527
1.0111
4.1247
4.0791
1.0009
3.6686
3.6612
0.9066
3.5187
3.4843
1.0217
4.1725
4.3076
1.0516
1.6888
1.6456
1.0299
4.2097
3.7015
0.9158
3.0262
3.0728
0.7706
3.0637
1.546
4.929
1.53
1.376
4.624
1.5
1.436
4.483
1.498
1.381
4.145
1.332
1.332
5.256
2.158
2.05
5.014
1.332
1.332
3.499
1.332
1.332
3.696
1.332
Provided
As Top
As Bot
in²
in²
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
46
Beam information
Label
Story
Section
Loc.
B71
B71
B71
B72
B72
B72
B73
B73
B73
B74
B74
B74
B75
B75
B75
B76
B76
B76
B77
B77
B77
B78
B78
B78
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB102-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
3.0327
0.7799
3.1127
3.1756
0.9632
3.9111
4.2108
1.0302
1.6111
1.332
0.4347
1.6844
1.519
1.1261
0.5797
0.7143
0.3269
0.8468
0.8126
0.2185
0.8433
0.791
0.4288
1.1463
1.332
3.543
1.332
1.332
3.957
1.332
1.332
4.898
1.985
1.332
2.142
0.728
0.842
0.611
0.759
0.531
0.503
0.8
0.452
0.368
0.479
0.594
0.426
0.44
Provided
As Top
As Bot
in²
in²
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
2.922
0.974
2.922
2.922
0.974
2.922
2.922
0.974
2.922
2.922
0.974
2.922
2.922
0.974
2.922
3.04
4.988
3.04
3.04
4.988
3.04
3.04
4.988
3.04
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
47
Beam information
Label
Story
Section
Loc.
B79
B79
B79
B80
B80
B80
B81
B81
B81
B82
B82
B82
B83
B83
B83
B84
B84
B84
B85
B85
B85
B86
B86
B86
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB101-375x750
FB151-250x500
FB151-250x500
FB151-250x500
FB151-250x500
FB151-250x500
FB151-250x500
FB151-250x500
FB151-250x500
FB151-250x500
FB152-250x400
FB152-250x400
FB152-250x400
FB152-250x400
FB152-250x400
FB152-250x400
FB151-250x500
FB151-250x500
FB151-250x500
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
1.1742
0.6348
1.4911
1.7998
0.4634
1.332
0.8501
0.2256
0.8299
0.7886
0.216
0.7891
0.8242
0.2282
0.8563
0.7337
0.3575
0.8339
0.6985
0.4359
0.9767
0.8718
0.2289
0.8223
0.652
1.332
0.647
0.777
1.814
1.214
0.565
0.488
0.565
0.54
0.399
0.538
0.565
0.485
0.565
0.809
0.392
0.704
0.906
0.422
0.633
0.565
0.486
0.565
Provided
As Top
As Bot
in²
in²
2.922
0.974
2.922
2.922
0.974
2.922
2.085
0.624
2.085
2.085
0.624
2.085
2.085
0.624
2.085
1.56
1.56
1.56
1.56
1.56
1.56
2.085
0.624
2.085
2.922
2.922
2.922
2.922
2.922
2.922
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
0.936
0.936
0.936
0.936
0.936
0.936
1.286
1.286
1.286
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
48
Beam information
Label
Story
Section
Loc.
B87
B87
B87
B88
B88
B88
B89
B89
B89
B90
B90
B90
B91
B91
B91
B92
B92
B92
B93
B93
B93
B94
B94
B94
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB151-250x500
FB151-250x500
FB151-250x500
FB151-250x500
FB151-250x500
FB151-250x500
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
0.7973
0.2125
0.7824
0.8407
0.2249
0.8381
0.9389
0.3535
1.332
1.0849
0.7793
2.0307
2.5625
0.8502
3.4151
3.4036
0.8475
2.392
2.7585
0.7012
2.779
2.4306
0.693
2.7443
0.537
0.396
0.538
0.565
0.494
0.565
1.332
1.02
0.442
0.52
0.777
0.873
1.362
2.989
1.332
1.332
2.392
1.332
1.332
2.393
1.332
1.343
2.6
1.332
Provided
As Top
As Bot
in²
in²
2.085
0.624
2.085
2.085
0.624
2.085
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
1.286
1.286
1.286
1.286
1.286
1.286
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
49
Beam information
Label
Story
Section
Loc.
B95
B95
B95
B96
B96
B96
B97
B97
B97
B99
B99
B99
B100
B100
B100
B101
B101
B101
B102
B102
B102
B104
B104
B104
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB104-300x650
FB104-300x650
FB104-300x650
LB101-300x650
LB101-300x650
LB101-300x650
FSB121-300x750
FSB121-300x750
FSB121-300x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
2.7671
0.6794
2.1906
0.9217
0.4349
0.8523
0.7226
0.5621
1.0709
2.8094
0.8409
3.3749
3.4023
0.8472
2.1995
2.704
0.7206
2.8607
2.3621
0.6824
2.6998
2.968
0.9009
3.6363
0.911
1.507
0.911
0.517
0.337
0.776
1.066
0.789
0.579
1.611
3.401
1.528
1.332
2.403
1.338
1.332
2.45
1.332
1.332
2.55
1.332
1.605
3.409
1.425
Provided
As Top
As Bot
in²
in²
2.435
1.461
2.435
1.56
0.624
1.56
2.922
1.461
2.922
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
2.435
2.435
2.435
0.936
0.936
0.936
2.922
2.922
2.922
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
50
Beam information
Label
Story
Section
Loc.
B105
B105
B105
B106
B106
B106
B107
B107
B107
B109
B109
B109
B111
B111
B111
B112
B112
B112
B113
B113
B113
B114
B114
B114
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
3.6001
0.8926
2.9074
3.6922
0.9137
3.5698
2.7426
0.6926
2.5966
2.9189
0.78
3.1132
2.4366
0.6254
2.4623
3.0653
0.7688
2.4889
3.267
0.8159
3.1822
1.5508
0.9509
3.8563
1.332
2.582
1.332
1.332
3.227
1.384
1.332
2.411
1.332
1.418
3.079
1.414
1.235
2.104
1.295
1.294
2.31
1.332
1.344
3.011
1.332
1.651
2.572
1.332
Provided
As Top
As Bot
in²
in²
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
51
Beam information
Label
Story
Section
Loc.
B115
B115
B115
B116
B116
B116
B117
B117
B117
B118
B118
B118
B120
B120
B120
B121
B121
B121
B123
B123
B123
B124
B124
B124
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB112-375x750
FB152-250x400
FB152-250x400
FB152-250x400
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
3.8272
0.9699
3.9407
3.7952
0.937
3.0531
3.5249
0.8754
2.9436
2.1622
0.5965
2.3428
0.6409
1.332
2.5265
0.6886
1.43
2.7259
0.7308
1.5375
2.9038
0.6245
0.4359
0.4359
1.332
3.332
1.332
1.332
2.821
1.332
1.332
2.768
1.332
1.008
1.8
1.004
0.641
0.641
1.077
0.689
0.689
1.157
0.731
0.731
1.229
0.303
0.193
0.193
Provided
As Top
As Bot
in²
in²
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
3.896
1.948
3.896
1.56
1.56
1.56
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
1.948
3.896
1.948
0.936
0.936
0.936
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
52
Beam information
Label
Story
Section
Loc.
B125
B125
B125
B127
B127
B127
B128
B128
B128
B129
B129
B129
B130
B130
B130
B131
B131
B131
B132
B132
B132
B133
B133
B133
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FB152-250x400
FB152-250x400
FB152-250x400
FB152-250x400
FB152-250x400
FB152-250x400
FB152-250x400
FB152-250x400
FB152-250x400
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
0.4359
0.1818
0.4359
0.5217
0.4359
0.6349
0.4359
0.4296
0.6894
0.7869
0.6879
2.766
2.5253
0.6321
2.5023
2.3173
0.5833
2.1979
2.2234
0.6051
2.4098
2.3972
0.685
2.7531
0.436
0.25
0.396
0.387
0.171
0.28
0.436
0.213
0.304
1.456
2.046
1.066
1.066
2.049
1.055
1.066
2.042
1.096
1.177
2.199
1.089
1.066
2.066
1.066
Provided
As Top
As Bot
in²
in²
1.56
1.56
1.56
1.56
1.56
1.56
1.56
1.56
1.56
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
53
Beam information
Label
Story
Section
Loc.
B134
B134
B134
B135
B135
B135
B136
B136
B136
B137
B137
B137
B138
B138
B138
B139
B139
B139
B140
B140
B140
B141
B141
B141
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
2.8153
0.6993
0.6993
0.9986
0.7852
1.851
2.098
0.7211
2.9108
2.8727
0.7124
2.1568
2.1991
0.5937
2.3613
2.2833
0.5813
2.3088
2.301
0.6716
2.6953
2.765
0.6877
0.6877
1.066
2.466
1.694
0.472
0.472
0.792
1.502
2.854
1.373
1.066
1.932
1.073
1.066
2.01
1.066
1.085
2.066
1.066
1.066
1.957
1.066
1.066
2.367
1.655
Provided
As Top
As Bot
in²
in²
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
54
Beam information
Label
Story
Section
Loc.
B142
B142
B142
B143
B143
B143
B144
B144
B144
B145
B145
B145
B146
B146
B146
B147
B147
B147
B148
B148
B148
B149
B149
B149
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
2.0058
0.7341
2.9679
2.9123
0.7215
2.2033
2.2454
0.5833
2.3176
2.3101
0.5816
2.2679
2.2639
0.6713
2.6937
2.7565
0.6857
0.6857
2.0279
0.6929
2.7875
2.7553
0.6855
2.4847
1.54
2.829
1.325
1.066
1.894
1.066
1.079
2.067
1.066
1.066
2.036
1.066
1.066
1.966
1.066
1.066
2.365
1.652
1.414
2.628
1.26
1.066
1.809
1.066
Provided
As Top
As Bot
in²
in²
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
55
Beam information
Label
Story
Section
Loc.
B150
B150
B150
B151
B151
B151
B152
B152
B152
B153
B153
B153
B154
B154
B154
B155
B155
B155
B156
B156
B156
B157
B157
B157
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
2.6076
0.6813
2.7373
2.6478
0.6606
2.2433
2.2212
0.6769
2.718
2.7847
0.6922
0.6922
0.6153
0.6153
2.4534
2.5069
0.687
2.762
2.7293
0.6795
2.4784
2.6422
0.6593
2.527
1.343
2.641
1.284
1.066
1.918
1.066
1.066
1.984
1.066
1.066
2.365
1.654
1.066
1.376
1.035
1.267
2.556
1.253
1.066
1.832
1.066
1.327
2.603
1.258
Provided
As Top
As Bot
in²
in²
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
56
Beam information
Label
Story
Section
Loc.
B158
B158
B158
B159
B159
B159
B160
B160
B160
B161
B161
B161
B162
B162
B162
B163
B163
B163
B164
B164
B164
B165
B165
B165
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
2.3798
0.598
1.9225
1.97
0.6728
2.7002
2.7394
0.6818
0.6818
0.6959
0.6959
2.8006
2.8115
0.7005
2.8207
2.816
0.6994
2.3539
2.3002
0.5792
1.6313
1.5672
0.6427
2.5706
1.006
1.422
0.936
1.066
1.978
1.066
1.066
2.369
1.651
1.334
1.802
1.066
1.066
2.252
1.066
1.066
2.086
1.068
0.974
1.601
1.066
1.066
1.616
1.066
Provided
As Top
As Bot
in²
in²
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
1.461
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
2.922
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
57
Beam information
Required
As Top
As Bot
in²
in²
Provided
As Top
As Bot
in²
in²
Label
Story
Section
Loc.
B166
B166
B166
B167
B167
B167
B168
B168
B168
B169
B169
B169
B170
B170
B170
B171
B171
B171
B172
B172
B172
B1
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
1F
GF
FSB121-300x750
FSB121-300x750
FSB121-300x750
FB153-250x750
FB153-250x750
FB153-250x750
FB153-250x750
FB153-250x750
FB153-250x750
FB153-250x750
FB153-250x750
FB153-250x750
FB153-250x750
FB153-250x750
FB153-250x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
FSB121-300x750
GB101-300x650
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
3.2527
0.7984
0.7984
0.2823
0.1372
0.456
0.4311
0.0858
0.4332
0.4653
0.1226
0.6212
0.7123
0.3115
0.1424
0.4634
1.1442
1.8174
0.4695
1.1635
1.8423
2.1843
1.066
2.819
1.977
0.114
0.161
0.151
0.222
0.317
0.188
0.157
0.258
0.205
0.234
0.14
0.14
0.463
0.463
0.778
0.47
0.47
0.788
1.088
2.922
1.461
2.922
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
2.922
1.461
2.922
2.922
1.461
2.922
2.435
B1
GF
GB101-300x650
Middle
0.5917
1.044
0.974
Remarks
Top
Bot
2.922
2.922
2.922
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
0.936
2.922
2.922
2.922
2.922
2.922
2.922
1.461
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
1.461
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
58
Beam information
Required
As Top
As Bot
in²
in²
Provided
As Top
As Bot
in²
in²
Label
Story
Section
Loc.
B1
GF
GB101-300x650
End-J
2.2521
0.87
2.435
B2
B2
B2
B3
B3
B3
B4
B4
B4
B5
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
2.0053
0.5254
2.037
2.0197
0.5217
2.06
2.0061
0.5348
2.0736
1.9868
0.87
0.87
0.87
0.87
0.87
0.87
0.87
0.87
0.87
0.87
B5
B5
B6
B6
B6
B7
B7
B7
B8
B8
B8
B9
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
0.5401
2.0492
2.2167
0.6149
2.2598
1.8222
0.8359
2.0359
1.8496
0.6654
2.36
2.3583
0.87
0.87
0.87
1.023
1.061
1.857
0.87
1.242
0.87
1.042
0.87
0.87
Remarks
Top
Bot
1.461
Adequate
Adequate
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
1.461
1.461
1.461
1.461
1.461
2.085
2.085
2.085
2.085
2.085
2.085
2.085
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
59
Beam information
Label
Story
Section
Loc.
B9
B9
B10
B10
B10
B11
B11
B11
B12
B12
B12
B13
B13
B13
B14
B14
B14
B15
B15
B15
B16
B16
B16
B17
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Required
As Top
As Bot
in²
in²
0.5942
2.1975
1.5058
0.4862
1.5719
1.9638
0.6536
2.3783
2.2535
0.656
2.3679
2.2106
0.6438
2.3621
2.4632
0.6453
2.3701
1.9889
0.8703
2.1956
1.9049
0.6955
2.4189
2.3702
1.044
0.87
0.708
0.688
0.702
0.87
0.997
0.87
0.87
0.946
0.87
0.87
0.957
0.87
0.87
1.06
0.931
2.029
0.87
1.371
0.87
1.037
0.87
0.87
Provided
As Top
As Bot
in²
in²
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
60
Beam information
Label
Story
Section
Loc.
B17
B17
B18
B18
B18
B19
B19
B19
B20
B20
B20
B21
B21
B21
B22
B22
B22
B23
B23
B23
B24
B24
B24
B25
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB111-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Required
As Top
As Bot
in²
in²
0.683
2.4495
2.3139
0.6619
2.4466
2.3521
0.6358
2.4377
2.3679
0.6157
2.3708
2.1621
0.5956
2.0583
2.482
0.6848
2.5017
1.7738
0.8703
1.4169
1.2482
0.6445
1.3238
1.3001
0.963
0.87
0.87
0.962
0.87
0.87
0.967
0.87
0.87
0.965
0.87
0.864
1.099
0.87
0.87
1.126
0.998
1.327
0.87
1.218
1.049
0.767
1.024
1.063
Provided
As Top
As Bot
in²
in²
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
1.91
1.248
1.91
1.91
1.248
1.91
1.91
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
2.085
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
61
Beam information
Label
Story
Section
Loc.
B25
B25
B26
B26
B26
B27
B27
B27
B28
B28
B28
B29
B29
B29
B30
B30
B30
B31
B31
B31
B32
B32
B32
B33
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Required
As Top
As Bot
in²
in²
0.6723
1.3423
1.2699
0.6846
1.3525
1.2301
0.7177
1.376
1.2799
0.8703
0.8629
0.8394
1.0873
1.984
1.6642
0.8703
1.3144
1.1974
0.5967
1.2007
1.2666
0.6539
1.1917
1.2518
0.779
1.021
1.085
0.805
1.01
1.102
0.84
0.945
1.359
0.876
0.581
0.87
1.091
1.688
1.206
0.837
1.13
0.931
0.76
0.974
0.917
0.755
0.986
0.91
Provided
As Top
As Bot
in²
in²
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
62
Beam information
Label
Story
Section
Loc.
B33
B33
B34
B34
B34
B35
B35
B35
B36
B36
B36
B37
B37
B37
B38
B38
B38
B39
B39
B39
B40
B40
B40
B41
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB104-300x650
GB104-300x650
GB104-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Required
As Top
As Bot
in²
in²
0.6403
1.1867
1.2002
0.6503
1.1587
1.4518
0.8673
0.8828
1.0961
0.8703
1.7872
1.3479
0.4857
2.1076
1.1722
0.5802
1.2796
1.2796
0.8703
1.6732
1.1466
0.5948
1.2885
1.2773
0.765
1
0.895
0.664
0.894
1.118
0.87
0.87
0.87
0.87
1.655
0.986
1.504
1.015
0.87
0.78
0.87
1.017
0.824
1
0.878
0.813
0.87
1.005
Provided
As Top
As Bot
in²
in²
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
2.435
1.461
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
63
Beam information
Label
Story
Section
Loc.
B41
B41
B42
B42
B42
B43
B43
B43
B44
B44
B44
B45
B45
B45
B46
B46
B46
B47
B47
B47
B48
B48
B48
B49
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GB112A-300x650
GB112A-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Required
As Top
As Bot
in²
in²
0.8703
1.6617
1.1774
0.576
1.2675
1.2724
0.8703
1.6619
1.2081
0.6078
1.2966
1.2942
0.8703
1.6932
1.311
0.5854
1.3018
1.3837
0.8703
1.7242
1.5581
0.8703
1.2374
1.0709
0.825
0.993
0.87
0.771
0.87
1.007
0.819
0.992
0.876
0.795
0.87
1.036
0.842
1.016
0.888
0.771
0.87
1.058
0.87
1.108
1.167
0.827
1.074
0.971
Provided
As Top
As Bot
in²
in²
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
1.91
1.248
1.91
1.91
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.286
1.286
1.286
1.286
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
64
Beam information
Label
Story
Section
Loc.
B49
B49
B50
B50
B50
B51
B51
B51
B52
B52
B52
B53
B53
B53
B54
B54
B54
B55
B55
B55
B56
B56
B56
B57
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Required
As Top
As Bot
in²
in²
0.7141
1.3777
1.7321
0.5267
2.013
1.949
0.5378
1.9716
1.8836
0.5354
1.9552
2.0196
0.5673
2.0301
1.5446
0.8703
0.7626
0.7684
0.7481
1.0534
1.0722
0.6006
1.2377
1.5585
0.67
0.87
0.87
0.87
0.868
0.87
0.87
0.869
0.87
0.87
0.864
0.87
0.924
0.926
1.452
0.934
0.629
0.441
0.87
1.15
0.87
0.562
0.87
0.87
Provided
As Top
As Bot
in²
in²
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
65
Beam information
Label
Story
Section
Loc.
B57
B57
B58
B58
B58
B59
B59
B59
B60
B60
B60
B61
B61
B61
B62
B62
B62
B63
B63
B63
B64
B64
B64
B65
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Required
As Top
As Bot
in²
in²
0.431
1.7447
1.7282
0.4779
1.6857
1.6283
0.4657
1.6871
1.7973
0.5464
1.927
1.4702
0.8703
0.7216
0.5665
0.8703
1.3778
1.4411
0.5501
1.7213
1.7254
0.5655
1.9293
1.7368
0.87
0.834
0.796
0.867
0.842
0.852
0.869
0.773
0.87
0.87
0.87
1.342
0.908
0.419
0.427
0.828
0.87
0.87
0.87
0.829
0.87
0.87
0.87
0.87
Provided
As Top
As Bot
in²
in²
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
66
Beam information
Label
Story
Section
Loc.
B65
B65
B66
B66
B66
B67
B67
B67
B68
B68
B68
B69
B69
B69
B70
B70
B70
B71
B71
B71
B72
B72
B72
B73
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
GB102-300x650
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Required
As Top
As Bot
in²
in²
0.5463
1.8271
1.7173
0.5281
1.765
1.9018
0.6276
2.0456
1.5791
0.8703
1.2498
1.1112
0.5576
1.1605
1.1692
0.5758
1.1711
1.1371
0.5906
1.1901
1.1642
0.5546
1.1222
1.2214
0.87
0.847
0.87
0.87
0.819
0.87
0.87
0.87
1.105
0.799
1.053
0.899
0.697
0.877
0.897
0.682
0.893
0.922
0.703
0.87
0.887
0.71
0.894
1.098
Provided
As Top
As Bot
in²
in²
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
67
Beam information
Label
Story
Section
Loc.
B73
B73
B74
B74
B74
B75
B75
B75
B76
B76
B76
B77
B77
B77
B78
B78
B78
B79
B79
B79
B80
B80
B80
B81
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GB102-300x650
GB102-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB101-300x650
GB103-300x650
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Required
As Top
As Bot
in²
in²
0.8703
1.625
1.8815
0.5198
1.75
1.5852
0.8542
0.951
0.9562
0.8277
1.2974
0.9522
0.5307
1.1
1.086
0.513
1.0987
1.0193
0.6468
1.269
1.7636
0.5153
1.9367
1.2608
0.784
1.077
0.886
0.905
0.87
0.87
0.695
0.893
0.896
0.764
1.156
0.87
0.578
0.87
0.873
0.629
0.87
0.92
0.63
0.87
0.87
0.896
0.878
0.945
Provided
As Top
As Bot
in²
in²
1.248
1.91
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
1.91
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.286
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
68
Beam information
Label
Story
Section
Loc.
B81
B81
B82
B82
B82
B83
B83
B83
B84
B84
B84
B85
B85
B85
B86
B86
B86
B87
B87
B87
B88
B88
B88
B89
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB103-300x650
GB112-300x650
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Required
As Top
As Bot
in²
in²
0.3409
1.2136
1.0496
0.2702
1.0683
1.1852
0.3367
1.2772
1.4582
0.6724
1.5295
1.5255
0.6973
1.558
1.2829
0.3372
1.1901
1.0706
0.2704
1.0554
1.2167
0.3442
1.2662
1.8722
0.811
0.856
0.709
0.511
0.686
0.87
0.791
0.914
1.661
0.864
1.131
1.721
0.87
1.205
0.922
0.794
0.868
0.695
0.511
0.702
0.866
0.812
0.939
1.749
Provided
As Top
As Bot
in²
in²
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
2.435
0.974
2.435
2.435
0.974
2.435
1.91
1.248
1.91
1.91
1.248
1.91
1.91
1.248
1.91
2.435
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.461
1.461
1.461
1.461
1.461
1.461
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.286
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
69
Beam information
Label
Story
Section
Loc.
B89
B89
B90
B90
B90
B91
B91
B91
B92
B92
B92
B93
B93
B93
B94
B94
B94
B95
B95
B95
B96
B96
B96
B97
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB104-300x650
GB104-300x650
GB104-300x650
LB01-300x650
LB01-300x650
LB01-300x650
LB01-300x650
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Required
As Top
As Bot
in²
in²
0.8703
1.3693
1.0156
0.8365
1.269
1.1509
0.6337
1.3183
1.1435
0.5797
1.3021
1.1298
0.5625
1.2693
1.1564
0.6241
1.3338
1.0629
1.2321
1.7892
1.2343
0.6719
1.2995
1.4959
1.049
1.081
0.87
0.839
1.143
0.87
0.74
0.87
0.87
0.757
0.87
0.87
0.736
0.87
0.87
0.765
0.87
0.916
1.441
0.801
1.314
0.769
1.222
1.402
Provided
As Top
As Bot
in²
in²
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
1.461
2.435
1.56
0.936
1.56
1.56
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
70
Beam information
Label
Story
Section
Loc.
B97
B97
B98
B98
B98
B99
B99
B99
B100
B100
B100
B101
B101
B101
B102
B102
B102
B103
B103
B103
B104
B104
B104
B105
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
LB01-300x650
LB01-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Required
As Top
As Bot
in²
in²
0.6252
1.5239
0.8703
0.664
1.1651
1.0518
0.8703
1.6293
1.9021
0.7491
2.6345
2.5086
0.635
2.2879
1.4209
0.663
1.2492
1.0042
0.5522
1.2376
1.1354
0.6587
1.3183
1.1054
0.911
1.387
0.87
0.651
0.703
1.015
0.87
0.87
0.938
1.078
0.885
0.87
1.221
0.87
0.87
0.612
0.87
0.918
0.807
0.87
0.87
0.747
0.87
0.873
Provided
As Top
As Bot
in²
in²
0.936
1.56
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
71
Beam information
Label
Story
Section
Loc.
B105
B105
B106
B106
B106
B107
B107
B107
B108
B108
B108
B109
B109
B109
B111
B111
B111
B112
B112
B112
B113
B113
B113
B114
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112A-300x650
GB112-300x650
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Required
As Top
As Bot
in²
in²
0.5851
1.2916
1.1384
0.6083
1.3023
1.1209
0.6199
1.3363
0.8703
0.6839
1.2141
1.1273
0.7265
1.3947
1.1326
0.6454
1.361
1.1032
0.6393
1.3302
1.1458
0.6591
1.3489
2.3186
0.779
0.87
0.87
0.759
0.87
0.876
0.778
0.87
0.87
0.653
0.706
0.948
0.859
0.87
0.911
0.81
0.87
0.913
0.826
0.87
0.892
0.805
0.87
0.966
Provided
As Top
As Bot
in²
in²
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
72
Beam information
Label
Story
Section
Loc.
B114
B114
B115
B115
B115
B116
B116
B116
B117
B117
B117
B118
B118
B118
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
GB112-300x650
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
End-I
Middle
End-J
Required
As Top
As Bot
in²
in²
0.6279
2.412
2.3617
0.6351
2.0526
1.5119
0.75
1.2524
1.2613
0.5927
1.3469
1.2498
0.5961
1.3512
1.012
0.87
0.87
0.966
0.87
0.87
0.763
0.951
0.896
0.767
0.87
0.911
0.766
0.87
Provided
As Top
As Bot
in²
in²
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
2.435
0.974
2.435
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
1.461
Remarks
Top
Bot
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
Adequate
* Some beams are okay as per the moment redistribution theory described below,
Sample calculation of moment redistribution of Floor Beam (GB102-300x6500):
Percentage of Negative moment redistributions, 𝑅 = 20 (1 −
= 20 ∗ (1 −
𝜌−𝜌′
𝜌𝑏
)
0.0065−0.0044
0.0267
) = 18.4104%
18.4104% redistribution possible in grade beam but the overstress is 2.7% so the grade beam is adequate [References: Design of Concrete Structure
by Arthur H. Nilson, 14th Edition, page 417, Article 12.9 limit analysis, e. moment redistribution under the ACI code]
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
73
REPORT | DETAIL ENGINEERING ASSESSMENT
6.3 Adequacy of RC slab
Slab thickness check:
Due to L/B >2 slab is considered one way. The minimum thickness of one way slab h, shall be as
follows: [BNBC 2006-Table 6.6.3]
Member
Minimum Thickness of RC Beams or One-way Slabs
Minimum Thickness, h
Simply
One End
Both Ends
Supported
Continuous
Continuous
Solid One way
slabs
l/20
l/24
l/28
Cantilever
l/10
Slab reinforcement check:
0.33 in2/ft.
Figure 6.17: 1st floor slab required top reinforcement along N-S direction (in2/ft)
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
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REPORT | DETAIL ENGINEERING ASSESSMENT
0.19 in2/ft.
Figure 6.18: 1st floor slab required bottom reinforcement along N-S direction (in2/ft)
Table 6.3: Slab reinforcement (provided)
Provided Reinforcement (in2/ft.)
Bar details
Bottom
A (10mm @ 6” c/c)
B (10mm @ 8” c/c)
0.242
0.182
Top
A (10mm @ 6” c/c + 2-10mm between ckd)
B (10mm @ 8” c/c + 2-10mm between ckd)
The provided rebar is adequate.
0.273
0.363
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
75
REPORT | DETAIL ENGINEERING ASSESSMENT
6.4 Adequacy of Steel Frame and Bracing
Figure 6.19: Adequacy of Steel Truss (PMM)
Detail Engineering Assessment Report • 2-storied Main Production Building • DEKKO Garments Ltd.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
ADEQUACY OF FOUNDATION
After careful inspection of borehole location sketch and site map in as-build drawings, information
available for BH-02 geotechnical report has taken for foundation adequacy check. Geotechnical
capacity calculations are given below:
7.1 Geotechnical capacity
The sample ultimate geotechnical capacity calculation for F1 using BH-02 is shown below:
Width of Footing, B (m)
Length of Footing, L (m)
Water Table from EGL, (m)
Factor of Safety
: 2.7
: 2.7
: Unknown
: 2.5
Table 7-1: Parameters for the sample bearing capacity calculation of footing F1 using BH-02
Bore
Hole
No.
Depth,
Df (m)
Soil
Descripti
on
Strength
Parameter
02
1.50
Stiff CLAY
c-φ
3.00
Stiff CLAY
c-φ
SPT
N
value
Rod Length
Correction,
ηR
N60
Avg N60
between
Df and
Df+2B
Cohesion,
cu
(kN/m2)
10
0.75
7.5
8.1
28.375
8
0.75
6.0
9.1
56.75
Table 7-2: Sample bearing capacity calculation of footing F1 using BH-02
Bore
Hole
No.
Angle of
Internal
Friction,
φ°
Unit
Weight,
ϒ
(kN/m3)
Depth,
Df (m)
ϒsat
(kN/m3)
Surcharge, q
(kN/m2)
Ultimate
Bearing
Capacity,
qu (kN/m2)
02
12
12
15.9
15.9
1.50
3.00
19.4
19.4
23.8
47.6
541.4
1152.0
Safe Bearing
Capacity
Considering
FS, qsafe†
(kN/m2)
216.6
460.8
Table 7-3: Geotechnical capacity summary for footings
ID
F1
F2
F3
F4
F5
F6
CF1
CF2
length
L (m)
2.7
3.15
2.6
1.95
1.5
2.4
5.4
4.90
width
B (m)
2.7
3.15
2.6
1.95
1.5
2.4
5.27
3.83
thick
t (mm)
500
550
500
375
300
500
400
400
area
A (ft2)
78.47
106.8
72.76
40.93
24.22
62
306.44
202.059
Ultimate bearing
qu (kN/m2)
907.8
927.1
912.3
948.5
983.3
922.1
846.1
851.2
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
7.2 Geotechnical Capacity of foundations
Table 7-4: Geotechnical adequacy check
Size
Point
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
Type
F1
F1
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F5
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
L
(m)
2.7
2.7
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.5
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
B
(m)
2.7
2.7
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.5
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
UT. Capacity
t
(mm)
500
500
375
375
375
375
375
375
375
375
375
375
375
375
375
375
375
375
375
375
375
375
375
375
375
300
500
500
500
500
500
500
500
500
500
500
500
500
qu (kN/m2)
907.75
907.75
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
948.5
983.3
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
Acting
Load
Wt. of
footing
Pa
(kN)
308
543
488
473
476
477
477
470
654
761
451
461
429
423
468
481
722
644
499
472
482
482
476
473
681
254
973
1260
964
973
976
971
971
982
1129
1129
970
936
Wf
(kN)
77
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
14
77
77
77
77
77
77
77
77
77
77
77
77
77
Total
Load
P (kN)
384
573
518
503
506
507
507
500
684
791
481
491
458
453
498
511
752
674
529
502
512
512
506
503
695
330
1050
1336
1040
1049
1052
1047
1048
1059
1206
1206
1046
1013
F.S
(F.S >
2.5)
17.21
11.55
6.96
7.17
7.13
7.11
7.12
7.22
5.27
4.56
7.50
7.35
7.87
7.96
7.25
7.06
4.80
5.35
6.82
7.18
7.05
7.04
7.12
7.17
5.19
6.70
6.30
4.95
6.36
6.31
6.29
6.32
6.32
6.25
5.49
5.49
6.33
6.53
Remarks
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
Size
Point
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
Type
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
L
(m)
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
B
(m)
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
UT. Capacity
t
(mm)
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
2
qu (kN/m )
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
Acting
Load
Wt. of
footing
Pa
(kN)
947
937
978
1010
989
1024
1187
1187
1000
969
976
974
966
951
1299
893
893
1043
943
957
951
934
912
967
940
940
936
880
892
877
922
956
919
1003
987
987
983
908
934
951
Wf
(kN)
77
77
77
77
77
77
77
77
77
77
77
77
77
77
77
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
Total
Load
P (kN)
1023
1014
1055
1087
1066
1101
1264
1264
1077
1046
1053
1050
1043
1028
1375
1007
1008
1158
1058
1072
1066
1048
1027
1082
1055
1055
1050
995
1007
992
1037
1071
1034
1118
1101
1101
1098
1023
1049
1066
F.S
(F.S >
2.5)
6.47
6.53
6.27
6.09
6.21
6.01
5.24
5.24
6.15
6.33
6.28
6.30
6.35
6.44
4.81
6.57
9.13
7.95
8.70
8.58
8.63
8.78
8.96
8.50
8.72
8.72
8.76
9.24
9.14
9.27
8.87
8.59
8.90
8.23
8.35
8.35
8.38
8.99
8.77
8.63
Remarks
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
Size
Point
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
Type
F2
F2
F2
F2
F2
F2
F2
F2
F2
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F2
F2
F2
F2
F2
F4
F4
F4
F4
F2
F2
F2
F2
L
(m)
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
3.2
3.2
3.2
3.2
3.2
2.0
2.0
2.0
2.0
3.2
3.2
3.2
3.2
B
(m)
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
3.2
3.2
3.2
3.2
3.2
2.0
2.0
2.0
2.0
3.2
3.2
3.2
3.2
UT. Capacity
t
(mm)
550
550
550
550
550
550
550
550
550
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
550
550
550
550
550
375
375
375
375
550
550
550
550
2
qu (kN/m )
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
927.1
927.1
927.1
927.1
927.1
948.5
948.5
948.5
948.5
927.1
927.1
927.1
927.1
Acting
Load
Wt. of
footing
Pa
(kN)
959
939
1095
942
743
1251
1133
1142
1145
1168
1172
1202
1285
1285
1173
1147
1147
1139
1187
1230
1198
1254
1353
1353
1229
1171
1168
1145
1141
1137
1326
830
254
560
658
307
796
1292
1215
1325
Wf
(kN)
115
115
115
115
115
115
115
115
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
115
115
115
115
115
30
30
30
30
115
115
115
115
61
Total
Load
P (kN)
1074
1053
1210
1056
858
1366
1247
1257
1216
1239
1243
1273
1356
1356
1244
1218
1218
1210
1258
1301
1269
1325
1424
1424
1301
1242
1283
1260
1256
1252
1441
860
284
590
688
422
911
1407
1330
1386
F.S
(F.S >
2.5)
8.56
8.73
7.60
8.71
10.72
6.74
7.37
7.32
7.56
4.98
4.96
4.85
4.55
4.55
4.96
5.06
5.06
5.10
4.90
4.74
4.86
4.65
4.33
4.33
4.74
4.97
4.81
7.30
7.32
7.35
6.38
10.70
12.72
6.11
5.24
8.54
10.10
6.54
6.92
6.64
Remarks
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
Size
Point
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
Type
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F2
F2
F2
F2
F2
F2
F2
F2
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
L
(m)
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
B
(m)
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.4
UT. Capacity
t
(mm)
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
550
550
550
550
550
550
550
550
500
500
500
500
500
500
500
500
500
500
500
500
500
500
2
qu (kN/m )
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
922.13
Acting
Load
Wt. of
footing
Pa
(kN)
518
509
509
635
635
448
474
799
733
963
726
850
496
607
607
469
508
518
1326
1216
1292
796
762
1292
1215
1325
518
509
508
634
634
450
473
798
732
954
724
845
496
607
Wf
(kN)
61
61
61
61
61
61
61
61
61
61
61
61
61
61
61
61
61
115
115
115
115
115
115
115
115
61
61
61
61
61
61
61
61
61
61
61
61
61
61
61
Total
Load
P (kN)
579
570
569
695
695
508
535
860
793
1024
787
911
556
668
668
530
569
633
1441
1331
1407
911
877
1407
1330
1385
578
569
569
694
694
511
534
859
793
1015
784
906
556
668
F.S
(F.S >
2.5)
9.18
9.32
9.33
7.64
7.64
10.45
9.93
6.18
6.69
5.19
6.75
5.83
9.55
7.96
7.96
10.03
9.34
8.39
6.38
6.91
6.54
10.10
10.49
6.54
6.92
6.64
9.18
9.33
9.34
7.65
7.65
10.40
9.95
6.18
6.70
5.23
6.77
5.86
9.54
7.95
Remarks
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
Size
Point
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
Type
F6
F6
F6
F6
F2
F2
F2
F2
F2
F2
F2
F2
F2
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F2
F2
F2
F2
F2
F4
F4
F4
F4
L
(m)
2.4
2.4
2.4
2.4
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
3.2
3.2
3.2
3.2
3.2
2.0
2.0
2.0
2.0
B
(m)
2.4
2.4
2.4
2.4
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
3.2
3.2
3.2
3.2
3.2
2.0
2.0
2.0
2.0
UT. Capacity
t
(mm)
500
500
500
500
550
550
550
550
550
550
550
550
550
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
550
550
550
550
550
375
375
375
375
2
qu (kN/m )
922.13
922.13
922.13
922.13
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
912.3
927.1
927.1
927.1
927.1
927.1
948.5
948.5
948.5
948.5
Acting
Load
Wt. of
footing
Pa
(kN)
607
469
508
518
1324
1214
1290
761
614
989
1141
1140
1145
1168
1173
1202
1284
1284
1172
1147
1148
1140
1188
1230
1198
1253
1352
1352
1229
1171
1167
1145
1142
1144
1007
595
247
388
382
244
Wf
(kN)
61
61
61
115
115
115
115
115
115
115
115
115
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
115
115
115
115
115
30
30
30
30
115
Total
Load
P (kN)
668
530
568
633
1438
1329
1405
875
729
1104
1256
1255
1216
1240
1244
1273
1355
1355
1243
1218
1219
1211
1259
1301
1270
1324
1423
1423
1300
1242
1281
1260
1257
1259
1122
625
277
418
412
359
F.S
(F.S >
2.5)
7.95
10.03
9.35
8.39
6.40
6.92
6.55
10.51
12.62
8.33
7.32
7.33
7.56
4.98
4.96
4.84
4.55
4.55
4.96
5.06
5.06
5.09
4.90
4.74
4.86
4.66
4.33
4.33
4.74
4.97
4.81
7.30
7.32
7.31
8.20
14.72
13.03
8.62
8.74
10.06
Remarks
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
Size
Point
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
Type
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
L
(m)
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
B
(m)
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
UT. Capacity
t
(mm)
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
500
500
500
500
500
500
500
500
500
500
500
500
2
qu (kN/m )
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
927.1
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
Acting
Load
Wt. of
footing
Pa
(kN)
823
1025
944
972
955
924
908
964
942
942
938
875
884
869
912
950
920
1005
988
988
983
902
934
949
954
941
920
710
1267
1936
1917
1573
1466
1459
1284
1311
1406
1406
1299
1757
Wf
(kN)
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
77
77
77
77
77
77
77
77
77
77
77
77
77
Total
Load
P (kN)
938
1140
1059
1086
1069
1039
1023
1079
1056
1056
1053
990
998
984
1027
1065
1035
1120
1103
1103
1097
1017
1048
1063
1069
1055
1035
786
1343
2012
1994
1650
1543
1536
1361
1387
1482
1482
1376
1834
F.S
(F.S >
2.5)
9.80
8.07
8.68
8.47
8.60
8.85
8.99
8.53
8.71
8.71
8.73
9.29
9.21
9.35
8.96
8.64
8.89
8.22
8.34
8.34
8.38
9.04
8.77
8.65
8.61
8.72
8.89
11.70
4.93
3.29
3.32
4.01
4.29
4.31
4.86
4.77
4.46
4.46
4.81
3.61
Remarks
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
Size
Point
239
240
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
273
274
275
276
277
278
279
Type
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F4
F4
F4
F1
F1
F4
F6
F6
F4
F4
F4
F6
F6
F6
F6
F6
F6
F6
F5
F6
F6
F6
F6
F6
F6
F6
L
(m)
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.0
2.0
2.0
2.7
2.7
2.0
2.4
2.4
2.0
2.0
2.0
2.4
2.4
2.4
2.4
2.4
2.4
2.4
1.5
2.4
2.4
2.4
2.4
2.4
2.4
2.4
B
(m)
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.0
2.0
2.0
2.7
2.7
2.0
2.4
2.4
2.0
2.0
2.0
2.4
2.4
2.4
2.4
2.4
2.4
2.4
1.5
2.4
2.4
2.4
2.4
2.4
2.4
2.4
UT. Capacity
t
(mm)
500
500
500
500
500
500
500
500
500
500
500
500
500
500
375
375
375
500
500
375
500
500
375
375
375
500
500
500
500
500
500
500
300
500
500
500
500
500
500
500
2
qu (kN/m )
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
907.75
948.5
948.5
948.5
907.75
907.75
948.5
922.13
922.13
948.5
948.5
948.5
922.13
922.13
922.13
922.13
922.13
922.13
922.13
983.3
922.13
922.13
922.13
922.13
922.13
922.13
922.13
Acting
Load
Wt. of
footing
Pa
(kN)
1532
1352
1517
1905
1919
2020
2237
2237
2096
1767
1035
1125
1213
1192
1408
771
923
807
623
791
1311
1326
1086
824
621
888
793
812
880
880
787
1044
517
912
854
907
1182
1304
1489
1267
Wf
(kN)
77
77
77
77
77
77
77
77
77
77
77
77
77
30
30
30
77
77
30
61
61
30
30
30
61
61
61
61
61
61
61
14
61
61
61
61
61
61
61
61
Total
Load
P (kN)
1609
1428
1593
1982
1996
2096
2314
2314
2172
1844
1111
1201
1290
1222
1438
801
999
884
653
851
1372
1356
1116
854
682
949
853
873
941
941
848
1058
577
972
914
967
1242
1365
1549
1328
F.S
(F.S >
2.5)
4.11
4.63
4.15
3.34
3.32
3.16
2.86
2.86
3.05
3.59
5.95
5.51
5.13
5.41
2.51
4.50
3.61
7.49
10.13
4.24
3.87
3.92
3.23
4.22
5.29
5.60
6.22
6.09
5.65
5.65
6.26
5.02
3.83
5.46
5.81
5.49
4.28
3.89
3.43
4.00
Remarks
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
Size
Point
281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
299
303
474
475
476
477
Type
F6
F6
CF1
F6
F6
F6
F6
F4
CF2
CF2
CF2
CF2
CF2
CF2
CF2
CF2
CF1
CF1
CF1
F4
F4
F4
F4
L
(m)
2.4
2.4
5.4
2.4
2.4
2.4
2.4
2.0
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
5.4
5.4
5.4
2.0
2.0
2.0
2.0
B
(m)
2.4
2.4
5.3
2.4
2.4
2.4
2.4
2.0
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
5.3
5.3
5.3
2.0
2.0
2.0
2.0
UT. Capacity
t
(mm)
500
500
400
500
500
500
500
375
400
400
400
400
400
400
400
400
400
400
400
375
375
375
375
Acting
Load
Wt. of
footing
Pa
(kN)
1580
1289
1988
621
809
827
876
427
1006
1006
1006
1006
1006
1006
1006
1006
1988
1988
1988
283
380
454
333
Wf
(kN)
61
239
61
61
61
61
30
158
158
158
158
158
158
158
158
239
239
239
30
30
30
30
0
2
qu (kN/m )
922.13
922.13
846.1
922.13
922.13
922.13
922.13
948.5
851.15
851.15
851.15
851.15
851.15
851.15
851.15
851.15
846.1
846.1
846.1
948.5
948.5
948.5
948.5
Total
Load
F.S
P (kN)
1641
1529
2049
681
870
888
906
585
1164
1164
1164
1164
1164
1164
1164
1245
2227
2227
2018
313
410
484
333
Remarks
(F.S >
2.5)
3.24
3.47
11.76
7.80
6.11
5.98
5.86
6.16
13.73
13.73
13.73
13.73
13.73
13.73
13.73
12.83
10.81
10.81
11.94
11.53
8.80
7.45
10.84
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
Ok
7.3 Punching Shear Check
Table 7-5: Punching adequacy check
Base
Point
Footing
Type
1
2
3
4
5
6
7
8
9
10
F1
F1
F4
F4
F4
F4
F4
F4
F4
F4
Footing
Thickness
t
(mm)
500
500
375
375
375
375
375
375
375
375
d
(mm)
424
424
299
299
299
299
299
299
299
299
CoL.
ID
C5
C5
C5
C5
C5
C5
C5
C5
C5
C5
Col. Size
b
(mm)
550
550
550
550
550
550
550
550
550
550
h
(mm)
350
350
350
350
350
350
350
350
350
350
Factored
Load
Vu
Conc.
Strength
Vc
F.S
Pu (kN)
kip
f'c (ksi)
kip
Vc/Vu
404
684
610
591
595
596
595
587
835
985
81.3
138
117
114
114
115
114
113
161
189
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
508
508
307
307
307
307
307
307
307
307
6.25
3.69
2.62
2.71
2.69
2.68
2.68
2.72
1.91
1.62
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
Base
Point
Footing
Type
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F4
F5
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
Footing
Thickness
t
(mm)
375
375
375
375
375
375
375
375
375
375
375
375
375
375
375
300
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
d
(mm)
299
299
299
299
299
299
299
299
299
299
299
299
299
299
299
224
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
CoL.
ID
C5
C5
C5
C5
C5
C5
C5
C5
C5
C5
C5
C5
C5
C5
C5
C5
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
Col. Size
b
(mm)
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
h
(mm)
350
350
350
350
350
350
350
350
350
350
350
350
350
350
350
350
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
Factored
Load
Vu
Conc.
Strength
Vc
F.S
Pu (kN)
kip
f'c (ksi)
kip
Vc/Vu
562
576
536
531
586
600
927
815
624
590
602
603
596
589
880
328
1261
1652
1293
1304
1308
1301
1301
1316
744
736
1296
1254
1268
1255
1311
1355
1326
1370
795
765
1341
1299
1308
1305
108
111
103
102
113
115
178
157
120
113
116
116
114
113
169
59.2
247
323
253
255
256
254
255
257
145
144
253
245
248
245
256
265
259
268
155
150
262
254
256
255
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
307
307
307
307
307
307
307
307
307
307
307
307
307
307
307
207
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
2.84
2.78
2.98
3.01
2.73
2.66
1.72
1.96
2.56
2.71
2.65
2.65
2.68
2.71
1.82
3.50
2.30
1.75
2.24
2.22
2.21
2.23
2.23
2.20
3.90
3.94
2.24
2.31
2.29
2.31
2.21
2.14
2.19
2.11
3.64
3.79
2.16
2.23
2.22
2.22
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
Base
Point
Footing
Type
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
F1
F1
F1
F1
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F3
F3
F3
Footing
Thickness
t
(mm)
500
500
500
500
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
500
500
500
d
(mm)
424
424
424
424
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
424
424
424
CoL.
ID
C1
C1
C1
C1
C2
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2
C2
C2
C2
C2
C2
C3
C3
C3
Col. Size
b
(mm)
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
h
(mm)
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
Factored
Load
Vu
Conc.
Strength
Vc
F.S
Pu (kN)
kip
f'c (ksi)
kip
Vc/Vu
1295
1275
1706
1142
1151
1401
1268
1287
1278
1255
1227
1302
625
607
1259
1182
1199
1178
1241
1287
1237
1352
655
642
1324
1221
1257
1279
1289
1263
1464
1211
952
1687
1546
1558
1560
1584
1590
1630
253
249
334
223
231
282
255
259
257
252
247
262
126
122
253
238
241
237
249
259
249
272
132
129
266
245
253
257
259
254
294
243
191
339
311
313
314
306
307
315
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
567
567
567
567
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
567
567
567
2.24
2.27
1.70
2.54
2.88
2.36
2.61
2.57
2.59
2.64
2.70
2.54
5.30
5.46
2.63
2.80
2.76
2.81
2.67
2.57
2.68
2.45
5.06
5.16
2.50
2.71
2.64
2.59
2.57
2.62
2.26
2.74
3.48
1.96
2.14
2.13
2.12
1.85
1.84
1.80
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
Base
Point
Footing
Type
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F2
F2
F2
F2
F2
F4
F4
F4
F4
F2
F2
F2
F2
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
Footing
Thickness
t
(mm)
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
550
550
550
550
550
375
375
375
375
550
550
550
550
500
500
500
500
500
500
500
500
500
500
500
500
d
(mm)
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
474
474
474
474
474
299
299
299
299
474
474
474
474
424
424
424
424
424
424
424
424
424
424
424
424
CoL.
ID
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C2
C2
C2
C2
C2
C5
C5
C5
C5
C4
C4
C4
C4
C6
C6
C6
C6
C6
C6
C6
C6
C6
C6
C6
C6
Col. Size
b
(mm)
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
h
(mm)
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
350
350
350
350
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
Factored
Load
Vu
Conc.
Strength
Vc
F.S
Pu (kN)
kip
f'c (ksi)
kip
Vc/Vu
933
773
1590
1554
1555
1543
1611
1670
1626
1703
987
814
1669
1588
1585
1560
1557
1551
1772
1061
332
730
855
399
1023
1709
1607
1749
642
629
629
415
364
554
588
1008
936
1225
928
1073
180
149
307
300
300
298
311
323
314
329
191
157
323
307
306
314
313
312
356
213
63.8
140
164
76.8
206
344
323
352
120
118
118
77.9
68.4
104
110
189
176
230
174
202
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
666
666
666
666
666
307
307
307
307
666
666
666
666
567
567
567
567
567
567
567
567
567
567
567
567
3.14
3.79
1.84
1.89
1.89
1.90
1.82
1.76
1.80
1.72
2.97
3.60
1.76
1.85
1.85
2.12
2.13
2.14
1.87
3.12
4.82
2.19
1.87
4.00
3.24
1.94
2.06
1.89
4.70
4.80
4.80
7.27
8.29
5.45
5.13
2.99
3.23
2.46
3.25
2.81
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
Base
Point
Footing
Type
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
F6
F6
F6
F6
F6
F6
F2
F2
F2
F2
F2
F2
F2
F2
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F6
F2
F2
F2
F2
F2
F2
F2
F2
Footing
Thickness
t
(mm)
500
500
500
500
500
500
550
550
550
550
550
550
550
550
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
550
550
550
550
550
550
550
550
d
(mm)
424
424
424
424
424
424
474
474
474
474
474
474
474
474
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
474
474
474
474
474
474
474
474
CoL.
ID
C6
C6
C6
C6
C6
C6
C4
C4
C4
C4
C4
C4
C4
C4
C6
C6
C6
C6
C6
C6
C6
C6
C6
C6
C6
C6
C6
C6
C6
C6
C6
C6
C4
C4
C4
C4
C2
C2
C2
C2
Col. Size
b
(mm)
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
h
(mm)
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
Factored
Load
Vu
Conc.
Strength
Vc
F.S
Pu (kN)
kip
f'c (ksi)
kip
Vc/Vu
615
377
370
581
628
642
1750
1608
1709
1024
983
1708
1607
1749
641
629
628
414
364
557
587
1007
935
1214
925
1068
615
377
370
581
627
642
1747
1605
1706
981
792
1348
1557
1556
115
70.8
69.4
109
118
121
352
323
344
206
198
344
323
352
120
118
118
77.8
68.3
105
110
189
176
228
174
201
116
70.8
69.5
109
118
121
351
323
343
197
159
271
313
313
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
567
567
567
567
567
567
666
666
666
666
666
666
666
666
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
666
666
666
666
666
666
666
666
4.91
8.00
8.16
5.19
4.81
4.70
1.89
2.06
1.94
3.24
3.37
1.94
2.06
1.89
4.71
4.80
4.80
7.28
8.30
5.41
5.14
3.00
3.23
2.49
3.26
2.83
4.90
8.01
8.16
5.19
4.81
4.70
1.90
2.06
1.94
3.38
4.18
2.46
2.13
2.13
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
Base
Point
Footing
Type
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
F2
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F2
F2
F2
F2
F2
F4
F4
F4
F4
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
Footing
Thickness
t
(mm)
550
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
550
550
550
550
550
375
375
375
375
550
550
550
550
550
550
550
550
550
550
550
550
d
(mm)
474
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
474
474
474
474
474
299
299
299
299
474
474
474
474
474
474
474
474
474
474
474
474
CoL.
ID
C2
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C2
C2
C2
C2
C2
C5
C5
C5
C5
C2
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
Col. Size
b
(mm)
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
h
(mm)
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
350
350
350
350
550
550
550
550
550
550
550
550
550
550
550
550
Factored
Load
Vu
Conc.
Strength
Vc
F.S
Pu (kN)
kip
f'c (ksi)
kip
Vc/Vu
1560
1586
1592
1631
931
774
1589
1554
1556
1545
1612
1671
1627
1702
985
814
1668
1588
1583
1560
1557
1561
1373
770
316
501
492
311
1068
1381
1270
1304
1281
1244
1221
1297
625
609
1262
1175
314
306
308
315
180
150
307
300
301
299
312
323
314
329
190
157
322
307
306
314
313
314
276
155
60.7
96.3
94.7
59.8
215
278
255
262
258
250
245
261
126
122
254
236
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
666
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
666
666
666
666
666
307
307
307
307
666
666
666
666
666
666
666
666
666
666
666
666
2.12
1.85
1.84
1.80
3.15
3.79
1.85
1.89
1.88
1.90
1.82
1.75
1.80
1.72
2.98
3.60
1.76
1.85
1.85
2.12
2.13
2.12
2.41
4.30
5.06
3.19
3.25
5.14
3.10
2.40
2.61
2.54
2.59
2.66
2.71
2.55
5.30
5.44
2.63
2.82
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
Base
Point
Footing
Type
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
Footing
Thickness
t
(mm)
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
d
(mm)
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
474
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
424
CoL.
ID
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2A
C2
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
Col. Size
b
(mm)
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
h
(mm)
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
Factored
Load
Vu
Conc.
Strength
Vc
F.S
Pu (kN)
kip
f'c (ksi)
kip
Vc/Vu
1187
1167
1228
1280
1238
1355
657
643
1324
1214
1256
1275
1282
1264
1232
922
1597
2478
2455
2019
1918
1921
1708
1743
929
909
1705
2319
2001
1782
1990
2513
2469
2588
1377
1464
2674
2280
1380
1505
239
235
247
257
249
272
132
129
266
244
252
256
258
254
248
185
312
485
480
395
375
376
334
341
182
178
333
453
391
348
389
491
483
506
269
286
523
446
270
294
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
666
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
567
2.79
2.84
2.70
2.59
2.68
2.44
5.04
5.15
2.50
2.73
2.64
2.60
2.58
2.62
2.69
3.59
1.81
1.17
1.18
1.44
1.51
1.51
1.70
1.66
3.12
3.19
1.70
1.25
1.45
1.63
1.46
1.15
1.17
1.12
2.10
1.98
1.08
1.27
2.10
1.92
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
Base
Point
Footing
Type
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
273
274
275
276
277
278
279
281
282
283
284
285
286
287
288
297
299
303
474
F1
F1
F4
F4
F4
F1
F1
F4
F6
F6
F4
F4
F4
F6
F6
F6
F6
F6
F6
F6
F5
F6
F6
F6
F6
F6
F6
F6
F6
F6
CF1
F6
F6
F6
F6
F4
CF2
CF2
CF2
CF2
Footing
Thickness
t
(mm)
500
500
375
375
375
500
500
375
500
500
375
375
375
500
500
500
500
500
500
500
300
500
500
500
500
500
500
500
500
500
400
500
500
500
500
375
400
400
400
400
d
(mm)
424
424
299
299
299
424
424
299
424
424
299
299
299
424
424
424
424
424
424
424
224
424
424
424
424
424
424
424
424
424
324
424
424
424
424
299
324
324
324
324
CoL.
ID
C1
C1
C5
C5
C5
C5
C5
C1
C1
C1
C1
C1
C5
C1
C1
C1
C1
C1
C1
C1
C5
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C2
LC1
LC1
LC1
C5
Col. Size
b
(mm)
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
250
250
250
550
h
(mm)
550
550
350
350
350
350
350
550
550
550
550
550
350
550
550
550
550
550
550
550
350
550
550
550
550
550
550
550
550
550
550
550
550
550
550
550
500
500
500
350
Factored
Load
Vu
Conc.
Strength
Vc
F.S
Pu (kN)
kip
f'c (ksi)
kip
Vc/Vu
1624
1597
1581
994
1186
1049
791
971
1625
1642
1346
1039
769
1127
1010
1035
540
570
992
1355
664
1152
1080
1147
1544
1632
1840
1562
1953
1602
813
788
1032
1051
1117
542
338
517
602
361
318
312
304
191
228
211
160
177
305
308
245
189
148
212
190
194
101
107
186
254
120
216
203
215
290
306
345
293
367
301
178
148
194
197
210
98.7
74
113
132
78.6
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
4.243
567
567
307
307
307
508
508
348
567
567
348
348
307
567
567
567
567
567
567
567
207
567
567
567
567
567
567
567
567
567
389
567
567
567
567
348
311
311
311
344
1.78
1.81
1.01
1.61
1.35
2.41
3.19
1.97
1.86
1.84
1.42
1.84
2.08
2.68
2.99
2.91
5.59
5.30
3.04
2.23
1.73
2.62
2.79
2.63
1.95
1.85
1.64
1.93
1.54
1.88
2.18
3.83
2.93
2.87
2.70
3.53
4.20
2.74
2.35
4.38
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
Base
Point
Footing
Type
475
476
477
CF2
CF2
CF2
Footing
Thickness
t
(mm)
400
400
400
d
(mm)
324
324
324
CoL.
ID
C5
C5
C5
Col. Size
b
(mm)
550
550
550
h
(mm)
350
350
350
Factored
Load
Vu
Conc.
Strength
Vc
F.S
Pu (kN)
kip
f'c (ksi)
kip
Vc/Vu
495
599
430
108
130
93.7
4.243
4.243
4.243
344
344
344
3.19
2.64
3.67
SEISMIC CHECKS
Pertinent seismic checks for the building under consideration are provided below.
8.1 Stiffness Irregularity check
Table 8.1: Stiffness Irregularity check in X-direction
Story
Load
1F
GF
Ex
Ex
Stiffness
(kN/mm)
Comparison-1
Comparison-2
Remarks
kN/mm
229.995
829.631
Ki<0.7*Ki+1
N/A
3.61
Ki<0.8*(Ki+1+Ki+2+Ki+3)
N/A
N/A
No soft story
No soft story
Table 8-2: Stiffness irregularity check in Y-direction
Stor
y
Load
1F
GF
Ey
Ey
Stiffness
(kN/mm)
Comparison-1
Comparison-2
Remarks
kN/mm
217.401
625.794
Ki<0.7*Ki+1
N/A
2.88
Ki<0.8*(Ki+1+Ki+2+Ki+3)
N/A
N/A
No soft story
No soft story
8.2 Storey Drift check
Table 8-3: Storey drift check in X-direction
Storey
1F
GF
1F
GF
1F
GF
Load Case
EX
EX
St_ht.(mm)
8700
2400
EX+
EX+
EXEX-
8700
2400
8700
2400
Δx_ratio
Allowable
Remarks
0.0015
0.0017
0.0015
0.0015
0.0017
0.0014
0.005
0.005
0.005
0.005
0.005
0.005
In limit
In limit
In limit
In limit
In limit
In limit
Table 8-4: Storey drift check in Y-direction
Storey
1F
GF
1F
GF
1F
GF
Load Case
EX
EX
St_ht.(mm)
8700
2400
EX+
EX+
EXEX-
8700
2400
8700
2400
Δx_ratio
Allowable
Remarks
0.0017
0.0017
0.0018
0.0021
0.0021
0.0020
0.005
0.005
0.005
0.005
0.005
0.005
In limit
In limit
In limit
In limit
In limit
In limit
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
8.3 Torsional irregularity check
Table 8-5: Torsional irregularity check in X-direction
Story
Load
Max_drift(mm)
Avg_drift(mm)
Ratio
1F
GF
EQX
EQX
Story
Load
Max_drift(mm)
Avg_drift(mm)
Ratio
Remarks
1F
GF
EQY
EQY
10.462
4.851
8.636
3.691
1.212
1.314
Torsional_irr
Torsional_irr
9.456
8.199
1.153
3.532
2.789
1.267
Table 8-6: Torsional irregularity check in Y-direction
Remarks
Regular
Torsional_irr
According to CL. 2.5.6.5, when torsional irregularity exists as defined in table 6.1.4, the effects
shall be accounted for by increasing the accidental torsion on that level by an amplification factor
Ax determined using equation 2.5.9.
Table 8-7: Moment amplification to account for torsional irregularity check in X-direction (EX)
Story
Load
δmax (mm)
δavg (mm)
Ax
B (m)
RF
EX±
9.456
8.199
0.924
65.551
GF
EX±
3.532
2.789
1.114
65.551
Ecc. Length
(m)
No
Amplification
3.650
Table 8-8: Moment amplification to account for torsional irregularity check in Y-direction (EY)
Story
Load
δmax (mm)
δavg (mm)
Ax
B (m)
RF
GF
EX±
EX±
10.462
4.851
8.636
3.691
1.019
1.200
44.106
44.106
Ecc. Length
(m)
2.248
2.645
SERVICEABILITY CHECK
The allowable top sway is H/500 = 36.54 mm (h= 18.27m)
The top sway in X-direction is 8.356 mm (WX).
The top sway in Y-direction is 4.199 mm (WY).
The top sway is within the limit
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
94
REPORT | DETAIL ENGINEERING ASSESSMENT
ADEQUECY OF STEEL STRUCTURE AFTER RETROFITTING
10.1 Adequacy of Steel Frame and Bracing
Figure 10.1: Adequacy of Steel Truss (PMM)
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
REPORT | DETAIL ENGINEERING ASSESSMENT
95
ASCE 41 TIER 1 RECOMMENDATION AND RESPONSE


Based on our assessment of the 2-storied building with a grid spacing of 24'-0"x30'-2" and
supported with 20"x20" column at the GF, we have found that the factor of safety of the
columns are satisfactory with the existing gravity load. The building is classified in the GREEN
category.
 The factory concern has assigned EIMS to address the issue. EIMS has produced the
credible as-built drawing and allowable live load plan from the multiple field visit and
client provided source drawings, which are provided with this report.
 DEA has been carried out for Main Production Building.
 Nine cores from the columns of GF and one core from the beam of 1st floor have been
collected and tested.
The type of building, in this case, is concrete frame with infill masonry. These are, generally,
non-compliant in respect of out-of-plane performance of the infill masonry. The infill masonry
is a seismic hazard around the building's perimeter. The recommendation is to mitigate this
hazard in those limited locations that will protect egress from the building, including stairwells
and building entrances and exits using FRP or by other means to avoid out of plane failures
during earthquakes. This shall be achieved within the next three months.
 Strengthening drawings to mitigate this issue is added in the URM wall retrofitting
drawing with location markings at the egress locations.
CONCLUSION AND RECOMMENDATION
After checking the as built condition, the summary of the analysis is written belowa) All RCC columns and slabs are found adequate in capacity according to BNBC 2006.
b) All RCC grade beams and floor beams are found adequate in terms of bending and
shear capacity.
c) Foundation system is adequate in terms of bearing capacity and punching capacity as
per provide load plan.
d) Torsional irregularity exists as defined in BNBC 2006 table 6.1.4, the effects has been
encountered by applying the increased accidental torsion on that level by an
amplification factor Ax.
e) A total number of 379 steel members (diagonal chord in the truss) are found
inadequate in capacity. Additional 2 pipes (114mmX4.8mm) in each column (total 96
pipes) are added for rectification. After retrofitting, the steel members are found
adequate.
f) The proposed load plan is to be followed strictly.
g) The client needs to appoint a load manager and a pertinent load management
program.
h) The factory must strengthen the infill masonry at the marked location in the URM
retrofitting drawing.
It is also recommended that the regular maintenance works should be done to keep the
building safe as in terms of structural point of view.
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
96
REPORT | DETAIL ENGINEERING ASSESSMENT
DISCLAIMER
The mode of structural analysis, the above observations and recommendations are done from
concrete core test, and numerical modelling of the building. The Consultant applied his best
engineering judgments. The Consultant does not bear any responsibilities for any deviation
from the predicted behavior of the structure caused by uncertainties of performance or
calamities.
Checked by
Prepared by
Md Shajal Khan
Khandaker Mahedi Hasan
Rafjany Yasar
B.Sc. in Civil Engg. (BUET),
M.Sc. in Civil & Geotechnical
Engg. (BUET) continue
MIEB: M/35495
Date: October 28, 2023
M.Sc. in Civil Engg. (Structural),
BUET
B.Sc. in Civil Engg. (AUST)
MIEB: M/37696
Date: October 28, 2023
M.Sc. in Civil Engg. (Structural),
BUET
B.Sc. in Civil Engg. (AUST)
AMIEB: A/19834
Date: October 28, 2023
Detail Engineering Assessment Report •2-storied Main Production Building • DEKKO Garments.
Environment and Infrastructure Management Solution (EIMS) Limited
© 2023 EIMS Limited
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