SITUATION B. Given the connection below bolted with 7/8-in diameter bolts, solve for the design tensile strength and the allowable strength considering the following members. Analyze the members separately. Assume U=0.85 and U=0.82 for the W-section and L-section, respectively. Consider block shear. 4. A992 W12x96 5. A36 L4x4x3/4 W12x96 3" 3" -P L4x4x3/4 bf/2 3"

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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SITUATION B.
Given the connection below bolted with 7/8-in diameter bolts, solve for the
design tensile strength and the allowable strength considering the following members. Analyze
the members separately. Assume U=0.85 and U=0.82 for the W-section and L-section, respectively.
Consider block shear.
4.
A992 W12x96
5.
A36 L4x4x3/4
JW12x96
2"T 3"T 3"
YL4x4x3/4
bf/2
3"
Transcribed Image Text:SITUATION B. Given the connection below bolted with 7/8-in diameter bolts, solve for the design tensile strength and the allowable strength considering the following members. Analyze the members separately. Assume U=0.85 and U=0.82 for the W-section and L-section, respectively. Consider block shear. 4. A992 W12x96 5. A36 L4x4x3/4 JW12x96 2"T 3"T 3" YL4x4x3/4 bf/2 3"
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