A simply supported A992 W30x99 (26-feet span) supports a uniformly distributed service dead load of 1.5 kip/ft (includes self-weight) and a service live load of 3 times that magnitude. Both loads act upon the major axis and pass through the shear center. The beam also carries 0.5 kip/ft of uniformly distributed wind loading on its minor axis, which also passes through its shear center. The beam is continuously
A simply supported A992 W30x99 (26-feet span) supports a uniformly distributed service dead load of 1.5 kip/ft (includes self-weight) and a service live load of 3 times that magnitude. Both loads act upon the major axis and pass through the shear center. The beam also carries 0.5 kip/ft of uniformly distributed wind loading on its minor axis, which also passes through its shear center. The beam is continuously
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A simply supported A992 W30x99 (26-feet span) supports a uniformly distributed service dead load of 1.5 kip/ft (includes self-weight) and a service live load of 3 times that magnitude. Both loads act upon the major axis and pass through the shear center. The beam also carries 0.5 kip/ft of uniformly distributed wind loading on its minor axis, which also passes through its shear center. The beam is continuously braced about the major axis but is only braced at the end points for the minor axis. Using LRFD determine if this beam is adequate in flexure. Take Cb = 1.0.
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