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)
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)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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