The tension member shown in Figure P7.6-6 is an L 6 × 3 1 2 × 1 2 . It is connected with 1 1 8 -inch-diameter Group A slip-critical bolts to a 3 8 -inch-thick gusset plate. It must resist a service dead load of 20 kips, a service live load of 60 kips, and a service wind load of 20 kips. The length is 9 feet and all structural steel is A36. Are the member and its connection satisfactory? a . Use LRFD. b . Use ASD.

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Steel Design (Activate Learning wi...

6th Edition
Segui + 1 other
Publisher: Cengage Learning
ISBN: 9781337094740
BuyFind

Steel Design (Activate Learning wi...

6th Edition
Segui + 1 other
Publisher: Cengage Learning
ISBN: 9781337094740
Chapter 7, Problem 7.6.6P
Textbook Problem

The tension member shown in Figure P7.6-6 is an L 6 × 3 1 2 × 1 2 . It is connected with 1 1 8 -inch-diameter Group A slip-critical bolts to a 3 8 -inch-thick gusset plate. It must resist a service dead load of 20 kips, a service live load of 60 kips, and a service wind load of 20 kips. The length is 9 feet and all structural steel is A36. Are the member and its connection satisfactory?

a. Use LRFD.

b. Use ASD.

Chapter 7, Problem 7.6.6P, The tension member shown in Figure P7.6-6 is an L631 2 1 2 . It is connected with 11 8

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