midas Gen
WIND LOAD CALC.
PROJECT TITLE :
Company
Client
suwaso winds
Author
File Name
LIT_Mounded Topping Options_R1.wpf
WIND LOADS BASED ON IBC2012(ASCE7-10) (Directional Procedure) [UNIT: kN, m]
__________________________________________________________________________
Design Wind Loads
Design Wind Pressure
Velocity Pressure at Design Height z [psf]
Velocity Pressure at Mean Roof Height [psf]
Calculated Value of qh for X-dir [psf]
Calculated Value of qh for Y-dir [psf]
: F
: p
: qz
: qh
: qh
: qh
= p * Area
= qz*G*Cp1 - qh*G*Cp2
= 0.00256*Kz*Kzt*Kd*V^2
= 0.00256*Kh*Kht*Kd*V^2
= 45.94
= 45.94
Basic Wind Speed [mph]
Directional Factor for X-dir Wind Loads
Directional Factor for Y-dir Wind Loads
Exposure Category
Mean Roof Height
Gradient Height [ft]
Power Law Exponent
Kz at Mean Roof Height (Kh)
: V
= 161.57
: Kdx = 0.85
: Kdy = 0.85
: B
: H
= 37.73
: Zg
= 1200.00
: Alpha= 7.00
: Kh
= 0.75
Structural Rigidity
: Rigid Structure
Gust effect Factor for X-dir Wind Loads
Gust effect Factor for Y-dir Wind Loads
: Gx
: Gy
Topographic Effects for X-dir Wind Loads
Topographic Effects for Y-dir Wind Loads
Accidental Eccentricity for X-direction
Accidental Eccentricity for Y-direction
Scale Factor for X-directional Wind Loads
Scale Factor for Y-directional Wind Loads
: Not Included
: Not Included
: Wx
= None
: Wy
= None
: SFx = 1.00
: SFy = 0.00
= 0.86
= 0.79
----------------------------------------------------------------------------------------------W I N D
L O A D
STORY NAME PRESSURE
`G
ELEV.
G E N E R A T I O N
LOADED LOADED
D A T A
WIND
X - D I R E C T I O N
ADDED
STORY
STORY
OVERTURN
HEIGHT BREADTH
FORCE
FORCE
FORCE
SHEAR
MOMENT
---------- -------- ------- ------- ------- ---------- ---------- ---------- ---------- --------Roof 2.20749
6.08 0.05105
12.0 1.3522322
0.0 1.3522322
0.0
0
.0
10F 2.20749 5.97791 0.10209
12.0 2.5618586
0.0 2.5618586 1.3522322 0.13805
51
9F 1.974689 5.87581 0.10209
12.0 2.2830235
0.0 2.2830235 3.9140908 0.53766
12
8F 1.752298 5.77372 0.10602
12.0 2.1576433
0.0 2.1576433 6.1971144 1.17035
09
7F 1.64358 5.66377 0.10602
12.0 2.0733059
0.0 2.0733059 8.3547577 2.08893
69
6F 1.614619 5.56168 0.09188
12.0 1.7771672
0.0 1.7771672 10.428064 3.15358
21
5F 1.608211
5.48 0.67584
12.0 13.003144
0.0 13.003144 12.205231 4.15044
91
4F 1.603023
4.21
1.245
12.0 23.496986
0.0 23.496986 25.208374 36.1650
85
3F 1.54125
2.99
1.855
12.0 34.308223
0.0 34.308223
48.70536 95.5856
24
2F 1.54125
0.5
1.495
12.0 27.650024
0.0 27.650024 83.013583 302.289
45
G.L. 1.54125
0.0
0.25
12.0 4.6237498
0.0
-110.66361 357.621
25
------------------------------------------------------------------------------------------------W I N D
L O A D
Modeling, Integrated Design & Analysis Software
http://www.MidasUser.com
Gen 2023
G E N E R A T I O N
D A T A
Y - D I R E C T I O N
Print Date/Time : 03/10/2025 11:50
-1/2-
midas Gen
WIND LOAD CALC.
PROJECT TITLE :
Company
Client
suwaso winds
Author
File Name
STORY NAME PRESSURE
`G
ELEV.
LOADED LOADED
WIND
ADDED
LIT_Mounded Topping Options_R1.wpf
STORY
STORY
OVERTURN
HEIGHT BREADTH
FORCE
FORCE
FORCE
SHEAR
MOMENT
---------- -------- ------- ------- ------- ---------- ---------- ---------- ---------- --------Roof 1.70757
6.08 0.05105
6.19 0.5395608
0.0
0.0
0.0
0
.0
10F 1.70757 5.97791 0.10209
6.19 2.5275003
0.0
0.0
0.0
0
.0
9F 2.02935 5.87581 0.10209
19.19 5.3132443
0.0
0.0
0.0
0
.0
8F 2.023668 5.77372 0.10602
32.19 8.3383439
0.0
0.0
0.0
0
.0
7F 2.017915 5.66377 0.10602
45.19 11.091159
0.0
0.0
0.0
0
.0
6F 2.011637 5.56168 0.09188
59.19 11.991158
0.0
0.0
0.0
0
.0
5F 2.00573
5.48 0.67584
72.19 110.85204
0.0
0.0
0.0
0
.0
4F 2.000948
4.21
1.245
82.59 202.87766
0.0
0.0
0.0
0
.0
3F 1.944002
2.99
1.855
82.59 316.27239
0.0
0.0
0.0
0
.0
2F 1.944002
0.5
1.495
90.21 265.87918
0.0
0.0
0.0
0
.0
G.L. 1.944002
0.0
0.25
97.83
47.54544
0.0
-0.0
0
.0
------------------------------------------------------------------------------------------------W I N D
L O A D
G E N E R A T I O N
D A T A
RZ - D I R E C T I O N
STORY NAME TORSIONAL ELEV.
LOADED LOADED
WIND
ADDED
STORY
ACCUMULATED
PRESSURE
HEIGHT BREADTH
TORSION
TORSION
TORSION TORSION
---------- --------- ------- ------- ------- ---------- ---------- ---------- ----------Roof
0.0
6.08 0.05105
12.0
0.0
0.0
0.0
0.0
10F
0.0 5.97791 0.10209
12.0
0.0
0.0
0.0
0.0
9F
0.0 5.87581 0.10209
12.0
0.0
0.0
0.0
0.0
8F
0.0 5.77372 0.10602
12.0
0.0
0.0
0.0
0.0
7F
0.0 5.66377 0.10602
12.0
0.0
0.0
0.0
0.0
6F
0.0 5.56168 0.09188
12.0
0.0
0.0
0.0
0.0
5F
0.0
5.48 0.67584
12.0
0.0
0.0
0.0
0.0
4F
0.0
4.21
1.245
12.0
0.0
0.0
0.0
0.0
3F
0.0
2.99
1.855
12.0
0.0
0.0
0.0
0.0
2F
0.0
0.5
1.495
12.0
0.0
0.0
0.0
0.0
G.L.
0.0
0.0
0.25
12.0
0.0
0.0
-0.0
-----------------------------------------------------------------------------------------
Modeling, Integrated Design & Analysis Software
http://www.MidasUser.com
Gen 2023
Print Date/Time : 03/10/2025 11:50
-2/2-
0