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.
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.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter7: Simple Connections
Section: Chapter Questions
Problem 7.6.4P
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![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdf794a7e-0623-4405-8074-ec92b2f7312d%2F05b9bb24-f964-4372-ade0-7c663af78641%2Ft6ytds_processed.jpeg&w=3840&q=75)
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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