Select a W section bolted as shown in Figure 6.12 with %-in.-diameter bolts, and three bolts per line, to resist a tension force of 100 kips. Assume A36 steel. The effective bolt hole diameter = bolt diameter + ½ in. = 5 + ½ = 34 in. = 0.75 in.

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Chapter7: Simple Connections
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Problem 7.6.4P
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Select a W section bolted as shown in Figure 6.12 with %-in.-diameter bolts, and three
bolts per line, to resist a tension force of 100 kips. Assume A36 steel. The effective bolt hole
diameter = bolt diameter + ½ in. = % + 1% = 34 in. = 0.75 in.
RE 6.12
100 kips
-5/8" bolts, 3
bolts per line
W section
Transcribed Image Text:Problem definition Select a W section bolted as shown in Figure 6.12 with %-in.-diameter bolts, and three bolts per line, to resist a tension force of 100 kips. Assume A36 steel. The effective bolt hole diameter = bolt diameter + ½ in. = % + 1% = 34 in. = 0.75 in. RE 6.12 100 kips -5/8" bolts, 3 bolts per line W section
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