The beam column shown is braced against sidesway with bending about the strong axis. The beam-column is made of a W 30 x 108 section of A992 steel. If lateral support is provided only at both ends and both ends are fixed, what is the maximum permissible applied distributed load (@,) that this member can carry?
The beam column shown is braced against sidesway with bending about the strong axis. The beam-column is made of a W 30 x 108 section of A992 steel. If lateral support is provided only at both ends and both ends are fixed, what is the maximum permissible applied distributed load (@,) that this member can carry?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:P = 800 kips
The beam column shown is braced
against sidesway with bending about
the strong axis. The beam-column is
made of a W 30 x 108 section of
A992 steel. If lateral support is
provided only at both ends and both
ends are fixed, what is the maximum
permissible applied distributed load
(@,) that this member can carry?
20 ft
@y = ? k/ft
W 30 x 108
A 992 Steel
P= 800 kips
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