Problem 6-1 An MC10x22 channel (Fy=36ksi) is oriented as shown at right, so it carries vertical load about its minor flexural axis. It spans 10 ft (in the direction in and out of the page), is simply-supported at its ends and is laterally braced at its midpoint. If it carries a uniformly-distributed dead load of 0.3 kip/ft and a uniformly-distributed live load of 0.4 kip/ft, does it have sufficient LRFD flexural strength? ANSWER: M-11.9k-ft, not sufficient)

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Problem 6-1
An MC10x22 channel (Fy=36ksi) is oriented as shown at right, so it carries vertical
load about its minor flexural axis. It spans 10 ft (in the direction in and out of the
page), is simply-supported at its ends and is laterally braced at its midpoint. If it
carries a uniformly-distributed dead load of 0.3 kip/ft and a uniformly-distributed
live load of 0.4 kip/ft, does it have sufficient LRFD flexural strength?
ANSWER: M-11.9k-ft, not sufficient)
Transcribed Image Text:Problem 6-1 An MC10x22 channel (Fy=36ksi) is oriented as shown at right, so it carries vertical load about its minor flexural axis. It spans 10 ft (in the direction in and out of the page), is simply-supported at its ends and is laterally braced at its midpoint. If it carries a uniformly-distributed dead load of 0.3 kip/ft and a uniformly-distributed live load of 0.4 kip/ft, does it have sufficient LRFD flexural strength? ANSWER: M-11.9k-ft, not sufficient)
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