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24 ft PL Po-200k PL -400k PD-200k - 400k Fixed end W14x132 A992 Steel @=? k/ft Fixed end The fixed-fixed-ends beam column shown is made of a W14x132 section of A992 steel. Bending is about the strong axis. If lateral support is provided only at both ends, what is the maximum permissible value of @u, an ultimate distributed lateral load?

24 ft PL Po-200k PL -400k PD-200k - 400k Fixed end W14x132 A992 Steel @=? k/ft Fixed end The fixed-fixed-ends beam column shown is made of a W14x132 section of A992 steel. Bending is about the strong axis. If lateral support is provided only at both ends, what is the maximum permissible value of @u, an ultimate distributed lateral load?

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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24 ft Po-200k 400k PD=200k PL=400k Fixed end W14x132 A992 Steel = ? k/ft @₁ = Fixed end The fixed-fixed-ends beam column shown is made of a W14x132 section of A992 steel. Bending is about the strong axis. If lateral support is provided only at both ends, what is the maximum permissible value of @u, an ultimate distributed lateral load?
Transcribed Image Text:24 ft Po-200k 400k PD=200k PL=400k Fixed end W14x132 A992 Steel = ? k/ft @₁ = Fixed end The fixed-fixed-ends beam column shown is made of a W14x132 section of A992 steel. Bending is about the strong axis. If lateral support is provided only at both ends, what is the maximum permissible value of @u, an ultimate distributed lateral load?
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