1. The tension member is a PL 1/2 x 10, and the steel is A36. The bolts are 5/8-inch in diam a. Draw the different potential failure lines. b. Compute the effective net area. 2.75" 4.50" -3"- O 3"3"-

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter5: Beams
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1. The tension member is a PL 1/2 x 10, and the steel is A36. The bolts are 5/8-inch in diameter.
a. Draw the different potential failure lines.
b. Compute the effective net area.
2.75"
4.50"
--3"-
-3"- -3"-
Transcribed Image Text:1. The tension member is a PL 1/2 x 10, and the steel is A36. The bolts are 5/8-inch in diameter. a. Draw the different potential failure lines. b. Compute the effective net area. 2.75" 4.50" --3"- -3"- -3"-
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