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 A36 steel (fy=250MPa). use asd specifications. For determining its effective length factor 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 A36 steel (fy=250MPa). use asd specifications. For determining its effective length factor neglect inelastic effect.

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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Question

• 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 A36 steel (Fy-250 MPa). Use ASD specifications. For determining its effective length
factor, neglect inelastic effect
W21x52
W21x62
L-5 m
L-5 m
Flanges of Columns
and web of girders are in the
plane of the frame
NOTE: Take note of the
moment of inertia to be used
(y) for columns
W18X50
L-5 m
P(DL) = 40 KN
P(LL) - 125 AN
W21362
L-42 m
NY
B
P(DL) = 100 KN
PELL)- 300 KN
W21362
W18xX50
L-5 m

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