Analyse each of the following compression members as shown in the Figures Problem 11, to determine the service concentric live load they can carry according to LRFD specifications. All the members are hinged at both the ends. Live load can be assumed to be 1.5 times the dead load. NOTE: R=922

Analyse each of the following compression members as shown in the Figures Problem 11, to determine the service concentric live load they can carry according to LRFD specifications. All the members are hinged at both the ends. Live load can be assumed to be 1.5 times the dead load. NOTE: R=922

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

2 Ls 320x30
A992 steel
-W 310x97
L= R/200 (m)
Figure. Problem 11

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