Page 174 - Handbook of Structural Steel Connection Design and Details
P. 174
Design of Connections for Axial, Moment, and Shear Forces
Design of Connections for Axial, Moment, and Shear Forces 159
Figure 2.59 Block shear rupture under shear.
Figure 2.60 Block shear rupture
under tension T.
A 0.621 in 2
gv
A 0.466 in 2
nv
A 2.57 in 2
gt
A 1.80 in 2
nt
F A 65 1.80 117
u nt
R 0.75 [F A min(0.6F A , 0.6F A )]
bsv u ntv y gtv u ntv
0.75 [ 117 min(0.6 50 0.621, 0.6 65 0.466)]
101 kips
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