The tension member is an L 6 × 3 1 2 × 5 16 . It is connected to a 5 16 -inch-thick gusset plate with 3 4 -inch-diameter, Group A bolts. Both the tension member and the gusset plate are of A36 steel. What is the total service load that can be supported, based on boll shear and hearing, if the ratio of live load to dead load is 2.0? The belt threads are in the plane of shear. 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 7.4.5P
Textbook Problem

The tension member is an L 6 × 3 1 2 × 5 16 . It is connected to a 5 16 -inch-thick gusset plate with 3 4 -inch-diameter, Group A bolts. Both the tension member and the gusset plate are of A36 steel. What is the total service load that can be supported, based on boll shear and hearing, if the ratio of live load to dead load is 2.0? The belt threads are in the plane of shear.

a. Use LRFD.

b. Use ASD.

Chapter 7, Problem 7.4.5P, The tension member is an L631 2 5 16 . It is connected to a 5 16 -inch-thick gusset plate with 3 4

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