863_Mechanics SolutionInstructors_Sol.Manual-Mechanics_Materials_7e.book_Gere_light.1

863_Mechanics SolutionInstructors_Sol.Manual-Mechanics_Materials_7e.book_Gere_light.1

Info iconThis preview shows page 1. Sign up to view the full content.

View Full Document Right Arrow Icon
Problem 11.3-12 A long slender column ABC is pinned at ends A and C and compressed by an axial force P (see figure). At the midpoint B , lateral support is provided to prevent deflection in the plane of the figure. The column is a steel wide-flange section with E = 200 GPa. The distance between lateral supports is L = 5.5 m. Calculate the allowable load P using a factor of safety n = 2.4, taking into account the possibility of Euler buckling about either principal centroidal axis (i.e., axis 1-1 or axis 2-2). ( W 250 * 67) SECTION 11.3 Critical Loads of Columns with Pinned Supports 857 Solution 11.3-12 B UCKLING ABOUT AXIS 1-1 P cr1 ± p 2 EI 1 (2 L ) 2 P cr1 ± 1680 kN I 2 ± 22.2 * 10 6 mm 4 n ± 2.4 L ± 5.5 m I 1 ± 103 * 10 6 mm 4 W 250 * 67 E ± 200 GPa B UCKLING ABOUT AXIS 2-2 axis 2-2 governs A LLOWABLE L OAD ; P allow ± P cr n P allow ± 604 kN P cr ± P cr 2 P cr 2 ± p 2 EI 2 ( L ) 2 P cr 2 ± 1449 kN Problem 11.3-13
Background image of page 1
This is the end of the preview. Sign up to access the rest of the document.

This note was uploaded on 12/22/2011 for the course MEEG 310 taught by Professor Staff during the Fall '11 term at University of Delaware.

Ask a homework question - tutors are online