7.11-10 Design a tension member and its connection for the following conditions:• The tension member will be an American Standard Channel.17.5 feet.Length• The web of the channel will be welded to a 8-inch-thick gusset plate.• The tension member will be A572 Grade 50 and the gusset plate willbe A36.• Service dead loadload = 75 kips.54 kips, service live load80 kips, and windShowyour results on a sketch, complete with dimensions.

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• The tension member will be an Am • Length = 17.5 feet. • The web of the channel will be weld • The tension member will be A572 be A36. • Service dead load load = 75 kips. 54 kips, serv Show your results on a sketch, comple

• The tension member will be an Am • Length = 17.5 feet. • The web of the channel will be weld • The tension member will be A572 be A36. • Service dead load load = 75 kips. 54 kips, serv Show your results on a sketch, comple

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

7.11-10 Design a tension member and its connection for the following conditions:
• The tension member will be an American Standard Channel.
17.5 feet.
Length
• The web of the channel will be welded to a 8-inch-thick gusset plate.
• The tension member will be A572 Grade 50 and the gusset plate will
be A36.
• Service dead load
load = 75 kips.
54 kips, service live load
80 kips, and wind
Show
your results on a sketch, complete with dimensions.

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