4. A beam-column made of a W200x71 ASTM A992 steel, Class 1 section, is subject to factored axialcompression C=1300KN and a factored transverse point load, P=100 kN, located as shown in thediagram below. Pt creates bending about the strong axis. The member has a length, L=4.0m, it ispinned at its ends and is part of an unbraced frame. Lateral torsional buckling is prevented thus doesnot apply. Determine whether or not this member is adequate as a beam column.2L/3L/3

The values and diagram given in the question are as follows: Beam-Column W200x71 Steel grade ASTM…

Answered: Determine whether or not this member is…

Engineering

Civil Engineering

Determine whether or not this member is adequate as a beam column.

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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Concept explainers

Beams and Frames

A beam is a horizontal structure or a member which is always subjected to transverse shear loads.

Question

4. A beam-column made of a W200x71 ASTM A992 steel, Class 1 section, is subject to factored axial
compression C=1300KN and a factored transverse point load, P=100 kN, located as shown in the
diagram below. Pt creates bending about the strong axis. The member has a length, L=4.0m, it is
pinned at its ends and is part of an unbraced frame. Lateral torsional buckling is prevented thus does
not apply. Determine whether or not this member is adequate as a beam column.
2L/3
L/3

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