The tension member shown in Figure is an L6 × 3 ½× 5/16. The bolts are ¾ inch ameter. If A36 steel is used, is the member adequate for a total load of 100 kips?

Structural Analysis
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Chapter2: Loads On Structures
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The tension member shown in Figure is an L6 × 3 ½× 5/16. The bolts are ¾ inch ameter. If A36 steel is used, is the member adequate for a total load of 100 kips?
1.5"
1.5", 1.5"
- 2".
24"
2½"
Transcribed Image Text:1.5" 1.5", 1.5" - 2". 24" 2½"
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