Page 88 - Handbook of Structural Steel Connection Design and Details
P. 88
Design of Connections for Axial, Moment, and Shear Forces
Design of Connections for Axial, Moment, and Shear Forces 73
Figure 2.12 Distribution of distortion forces.
distributed throughout the connection. From Fig. 2.12, the following
relationships exist between F , its components H and V , and M :
D D D D
2
F 5 2H 1 V 2 D
D
D
H 5 V D
D
M D
H
D s 1 e d
B
For the elastic case with no angular distortion
2670
H 5 110 kips
D
s12.25 1 12.05d
12.25
V 5 H 5 15 3 110 5 89.8 kips
D
D
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