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12.0 kips
M = 13.00
M = 13.00
M = 13.00
V = 0.87
V = 0.87
V = 0.87
V = 2.00
M = 13.00
P = 0.87
V = 2.00
M = 13.00
P = 0.87
V = 4.00
M = 26.00
P = 0.00
V = 4.00
M = 26.00
P = 0.00
23.1 kips
M = 51.03
M = 51.03
M = 51.03
V = 3.4
V = 3.4
V = 3.4
V = 5.85
M = 38.03
P = 4.27
V = 5.85
M = 38.03
P = 4.27
V = 11.70
M = 76.05
P = 0.00
V = 11.70
M = 76.05
P = 0.00
21.7 kips
M = 99.56
M = 99.56
M = 99.56
V = 6.64
V = 6.64
V = 6.64
V = 9.47
M = 61.53
P = 10.91
V = 9.47
M = 61.53
P = 10.91
V = 18.93
M = 123.07
P = 0.00
V = 18.93
M = 123.07
P = 0.00
Shear forces and axial forces are
in kips, bending moments are in
ft-kips
30'-0"
30'-0"
30'-0"
Figure 2-13 Shear, Moments and Axial Forces Resulting from Wind Loads for an Interior Frame of
Building #1 in the N-S Direction, using the Portal Method
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