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and an axial force P (see Figure Q3). At the midpoint B, lateral support is provi deflection in direction of axis 1-1. The column is a steel wide-flange section cm4 .and I2 = 9690cm. The distance between lateral supports is L = 3.3 m. allowable load P using a factor of safety of 2.5, considering the possih %3!

and an axial force P (see Figure Q3). At the midpoint B, lateral support is provi deflection in direction of axis 1-1. The column is a steel wide-flange section cm4 .and I2 = 9690cm. The distance between lateral supports is L = 3.3 m. allowable load P using a factor of safety of 2.5, considering the possih %3!

Structural Analysis
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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Q3 A long slender column ABC is pinned in all directions at ends A and C and compressed by an axial force P (see Figure Q3). At the midpoint B, lateral support is provided to prevent deflection in direction of axis 1-1. The column is a steel wide-flange section with I, =36660 cm4 .and I2 = 9690cm*. The distance between lateral supports is L = 3.3 m. Calculate the allowable load P using a factor of safety of 2.5, considering the possibility of Euler buckling about either principal centroidal axis (i.e., axis 1-1 or axis 2-2). 7EI P (kL) P attmrutte wEOS ed ed d fned X | B Section X-X A FIGURE Q3
Transcribed Image Text:Q3 A long slender column ABC is pinned in all directions at ends A and C and compressed by an axial force P (see Figure Q3). At the midpoint B, lateral support is provided to prevent deflection in direction of axis 1-1. The column is a steel wide-flange section with I, =36660 cm4 .and I2 = 9690cm*. The distance between lateral supports is L = 3.3 m. Calculate the allowable load P using a factor of safety of 2.5, considering the possibility of Euler buckling about either principal centroidal axis (i.e., axis 1-1 or axis 2-2). 7EI P (kL) P attmrutte wEOS ed ed d fned X | B Section X-X A FIGURE Q3
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