A WT 8x13 of A992 steel is used as a tension member. The connection is with 7/8-in. diameter bolts as shown in Figure. Compute the nominal block shear strength. Note: A992 steel Fy 50 ksi Fu = 65 ksi Ubs = 1.0 %3D

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Situation 2:
A WT 8x13 of A992 steel is used as a tension member. The connection is with 7/8-in. diameter bolts as shown in Figure.
Compute the nominal block shear strength.
Note:
A992 steel
Fy 50 ksi
Fu = 65 ksi
Ubs = 1.0
%3D
12"-
42"
7.85"
0.25"
O O o O O
Transcribed Image Text:Situation 2: A WT 8x13 of A992 steel is used as a tension member. The connection is with 7/8-in. diameter bolts as shown in Figure. Compute the nominal block shear strength. Note: A992 steel Fy 50 ksi Fu = 65 ksi Ubs = 1.0 %3D 12"- 42" 7.85" 0.25" O O o O O
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