Wind Moment
This document was uploaded by user and they confirmed that they have the permission to share it. If you are author or own the copyright of this book, please report to us by using this DMCA report form. Report DMCA
Overview
Download & View Wind Moment as PDF for free.
More details
- Words: 242
- Pages: 5
HEIGHT
K2
Mid level of storey
0
0.88
0.0
Node level 0.6
2.2 3.8 5.4 7.0 8.6 10
10.2 13.4 0.94
15.0 16.6 18.2 19.8
20
23.0 24.6 26.2 27.8 29.4
0.880 0.880 0.880 0.880 0.880 0.880 0.880
44.00 44.00 44.00 44.00 44.00 44.00 44.00
1161.60 1161.60 1161.60 1161.60 1161.60 1161.60 1161.60
0.882 0.902 0.921 0.940 0.953 0.966 0.978
44.12 45.08 46.04 47.00 47.64 48.28 48.92
1167.94 1219.32 1271.81 1325.40 1361.74 1398.58 1435.90
0.987 0.995 1.003 1.011 1.019 1.027
49.35 49.75 50.15 50.55 50.95 51.35
1461.25 1485.04 1509.01 1533.18 1557.54 1582.09
1.033 1.038 1.041
51.65 51.89 52.04
1600.63 1615.54 1624.90
1.03 31.0 32.6 33.6
50
PZ=0.6VZ2 N/m2
0.98 21.4
30
VZ= VB*K2
0.88 11.8
15
Interpolated K2
1.09
Load in Node, Kn 10.222 14.868 14.868
15.094 16.283 17.432 18.341
19.009 19.625 20.232
16.773
Wind Load
28.60
Column A Upper Horizontal Shear
SPAN AB m
26.48
0.00
All side Moment
-91.89
49.52 Lower Horizontal Shear
Upper Horizontal Shear
Reaction at centre of Beam
42.37 Floor m
5.00
Column B
93.20 -91.89
All side Moment 108.93
36.75 30.95
58.25
Lower Horizontal Shear
68.08
olumn B
SPAN BC m
58.25
6.00
Upper Horizontal Shear
Reaction at centre of Beam 294.02
58.25
294.02
All side Moment
-91.89
108.93 Lower Horizontal Shear
5.00
Column D Upper Horizontal Shear
Reaction at centre of Beam
93.20
98.01 68.08
SPAN CD m
Column C
68.08
-91.89
-36.75 Lower Horizontal Shear
Column D 26.48
42.37 All side Moment 49.52 30.95
0.00
K2
Mid level of storey
0
0.88
0.0
Node level 0.6
2.2 3.8 5.4 7.0 8.6 10
10.2 13.4 0.94
15.0 16.6 18.2 19.8
20
23.0 24.6 26.2 27.8 29.4
0.880 0.880 0.880 0.880 0.880 0.880 0.880
44.00 44.00 44.00 44.00 44.00 44.00 44.00
1161.60 1161.60 1161.60 1161.60 1161.60 1161.60 1161.60
0.882 0.902 0.921 0.940 0.953 0.966 0.978
44.12 45.08 46.04 47.00 47.64 48.28 48.92
1167.94 1219.32 1271.81 1325.40 1361.74 1398.58 1435.90
0.987 0.995 1.003 1.011 1.019 1.027
49.35 49.75 50.15 50.55 50.95 51.35
1461.25 1485.04 1509.01 1533.18 1557.54 1582.09
1.033 1.038 1.041
51.65 51.89 52.04
1600.63 1615.54 1624.90
1.03 31.0 32.6 33.6
50
PZ=0.6VZ2 N/m2
0.98 21.4
30
VZ= VB*K2
0.88 11.8
15
Interpolated K2
1.09
Load in Node, Kn 10.222 14.868 14.868
15.094 16.283 17.432 18.341
19.009 19.625 20.232
16.773
Wind Load
28.60
Column A Upper Horizontal Shear
SPAN AB m
26.48
0.00
All side Moment
-91.89
49.52 Lower Horizontal Shear
Upper Horizontal Shear
Reaction at centre of Beam
42.37 Floor m
5.00
Column B
93.20 -91.89
All side Moment 108.93
36.75 30.95
58.25
Lower Horizontal Shear
68.08
olumn B
SPAN BC m
58.25
6.00
Upper Horizontal Shear
Reaction at centre of Beam 294.02
58.25
294.02
All side Moment
-91.89
108.93 Lower Horizontal Shear
5.00
Column D Upper Horizontal Shear
Reaction at centre of Beam
93.20
98.01 68.08
SPAN CD m
Column C
68.08
-91.89
-36.75 Lower Horizontal Shear
Column D 26.48
42.37 All side Moment 49.52 30.95
0.00
Related Documents
Wind Moment
December 2019 10
Maka Moment To Moment
June 2020 23
Wind
November 2019 65
Wind
June 2020 25
Wind!
April 2020 21