The wall of a building is composed of braced W360 x 57 steel columns connected rigidly to a concrete foundation as shown above. Each column has a height of 4 m. The steel has a Young’s modulus of ? = 200 GPa and yield strength ?? = 500 MPa.a) For buckling about its strong axis (x-x), what are the support conditions at each end and what is the effective length?b) For buckling about its weak axis (y-y), what are the support conditions at each end what is the effective length?c) What is the critical load P able to be sustained by the column shown above? 4 mP-W360 x 57Concrete footingTension rodbracingThe wall of a building is composed of braced W360 x 57 steel columns connected rigidly to aconcrete foundation as shown above. Each column has a height of 4 m. The steel has a Young'smodulus of E = 200 GPa and yield strength o, = 500 MPa.a) For buckling about its strong axis (x-x), what are the support conditions at each end and whatis the effective length?b) For buckling about its weak axis (y-y), what are the support conditions at each end what is theeffective length?c) What is the critical load P able to be sustained by the column shown above?

W360×57 steel column Column height= 4m Young modulus= 200GPa = 2×105 MPayield strength=500MPa To…

Answered: The wall of a building is composed of…

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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The wall of a building is composed of braced W360 x 57 steel columns connected rigidly to a concrete foundation as shown above. Each column has a height of 4 m. The steel has a Young’s modulus of ? = 200 GPa and yield strength ?? = 500 MPa.
a) For buckling about its strong axis (x-x), what are the support conditions at each end and what is the effective length?
b) For buckling about its weak axis (y-y), what are the support conditions at each end what is the effective length?
c) What is the critical load P able to be sustained by the column shown above?

4 m
P
-W360 x 57
Concrete footing
Tension rod
bracing
The wall of a building is composed of braced W360 x 57 steel columns connected rigidly to a
concrete foundation as shown above. Each column has a height of 4 m. The steel has a Young's
modulus of E = 200 GPa and yield strength o, = 500 MPa.
a) For buckling about its strong axis (x-x), what are the support conditions at each end and what
is the effective length?
b) For buckling about its weak axis (y-y), what are the support conditions at each end what is the
effective length?
c) What is the critical load P able to be sustained by the column shown above?

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