Verify the adequacy of column AB, part of a sway frame structure, to carry the loads shown in the figure. The column is made of ASTM A992 steel (Fy = 50 ksi). Use ASD specifications. For determining its effective length factors, neglect inelastic effect. W18-50L-35 t= 800 in."L=35 ft-800 in.Webs of columns andgirders are in theplane of the frame.BW24x55W24x55L-35lo=1,350 in.L-35t4-1,350 inAPo 100 kipsP= 300 kipsPo 41.5 kipsP= 125 kips> W14-82L-14Alo=881 inW14x82L-14t

Given data Material of column is ASTM A992 steel (Fy = 50ksi) To Verify the adequacy of column AB,…

Verify the adequacy of column AB, part of a sway frame structure, to carry the loads shown in the figure. The column is made of ASTM A992 steel (Fy = 50 ksi). Use ASD specifications. For determining its effective length factors, neglect inelastic effect.

Verify the adequacy of column AB, part of a sway frame structure, to carry the loads shown in the figure. The column is made of ASTM A992 steel (Fy = 50 ksi). Use ASD specifications. For determining its effective length factors, neglect inelastic effect.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.9.15P: A W8 × 28 steel wide-flange column with pinned ends carries an axial load P. What is the maximum...

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Concept explainers

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.

Question

W18-50
L-35 t
= 800 in."
L=35 ft
-800 in.
Webs of columns and
girders are in the
plane of the frame.
B
W24x55
W24x55
L-35
lo=1,350 in.
L-35t
4-1,350 in
A
Po 100 kips
P= 300 kips
Po 41.5 kips
P= 125 kips
> W14-82
L-14A
lo=881 in
W14x82
L-14t

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