7.6-1 A double-angle shape, 2L6 X 6 × ½, is connected to a/s-inc shown in Figure P7.6-1. Determine the maximum total servi be applied if the ratio of dead load to live load is 8.5. The b diameter, Group A bearing-type bolts. A572 Grade 50 stee angle, and A36 steel is used for the gusset plate. a. Use LRFD. b. Use ASD. 3" 2" 2" 3" 3" http://www.jamarana.com ооо t = $/8" FIGURE P7.6-1

7.6-1 A double-angle shape, 2L6 X 6 × ½, is connected to a/s-inc shown in Figure P7.6-1. Determine the maximum total servi be applied if the ratio of dead load to live load is 8.5. The b diameter, Group A bearing-type bolts. A572 Grade 50 stee angle, and A36 steel is used for the gusset plate. a. Use LRFD. b. Use ASD. 3" 2" 2" 3" 3" http://www.jamarana.com ооо t = $/8" FIGURE P7.6-1

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Slip-Critical and Bearing-Type Connections
7.6-1
A double-angle shape, 2L6 X 6 x , is connected to a 8-inch gusset plate as
shown in Figure P7.6-1. Determine the maximum total service load that can
be applied if the ratio of dead load to live load is 8.5. The bolts are s-inch-
diameter, Group A bearing-type bolts. A572 Grade 50 steel is used for the
angle, and A36 steel is used for the gusset plate.
a. Use LRFD.
2" 3"| 3"
3"
www.k
http://www.jamarana.com
t = $/3"
FIGURE PZ.6-1
-0ㅇ

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