Civil Engineering Reference
In-Depth Information
3.20 kips
M = 3.20
M = 3.20
M = 3.20
V = 0.32
V = 0.32
V = 0.32
V = 0.53
M = 3.20
P = 0.32
V = 0.53
M = 3.20
P = 0.32
V = 1.07
M = 6.40
P = 0.00
V = 1.07
M = 6.40
P = 0.00
6.3 kips
M = 12.70
M = 12.70
M = 12.70
V = 1.27
V = 1.27
V = 1.27
V = 1.58
M = 9.50
P = 1.59
V = 1.58
M = 9.50
P = 1.59
V = 3.17
M = 19.00
P = 0.00
V = 3.17
M = 19.00
P = 0.00
6.1 kips
M = 25.1
M = 25.1
M = 25.1
V = 2.51
V = 2.51
V = 2.51
V = 2.60
M = 15.60
P = 4.10
V = 2.60
M = 15.60
P = 4.10
V = 5.20
M = 31.20
P = 0.00
V = 5.20
M = 31.20
P = 0.00
5.8 kips
M = 37.00
M = 37.00
M = 37.00
V = 3.70
V = 3.70
V = 3.70
V = 3.57
M = 21.40
P = 7.80
V = 9.90
M = 59.38
P = 0.00
V = 9.90
M = 59.38
P = 0.00
V = 3.57
M = 21.40
P = 7.80
6.1 kips
M = 55.78
M = 55.78
M = 55.78
V = 5.58
V = 5.58
V = 5.58
V = 4.58
M = 34.38
P = 13.38
V = 9.17
M = 68.75
P = 0.00
V = 9.17
M = 68.75
P = 0.00
V = 4.58
M = 34.38
P = 13.38
Shear forces and axial forces are
in kips, bending moments are in
ft-kips
20'-0"
20'-0"
20'-0"
Figure 2-15 Shears, Moments, and Axial Forces Resulting from Wind Loads for an Interior Frame of Building
#2 in the N-S Direction, using the Portal Method
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