Verify the adequacy of column CB, part of a sway frame structure, to carry the loads shown in the figure. The column is made of ASTM A992 steel (Fy = 345 MPa). Use LRFD specifications. For determining its effective length factor, neglect inelastic effect.

Verify the adequacy of column CB, part of a sway frame structure, to carry the loads shown in the figure. The column is made of ASTM A992 steel (Fy = 345 MPa). Use LRFD 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 CB, part of a sway frame structure, to carry the loads shown in the figure. The column is made of ASTM A992 steel (Fy-345 MPa).
Use LRFD specifications. For determining its effective length factor, neglect inelastic effect.
W18X50
WIEXSO
L=5 m
&x-330x10 mm*
L=5 m
-330x10 mm
Webs of Columns
and girders are in the plane
of the frame
P(DL)-40 AN
PILL) 125 AN
W24X55
L-5 m
x=562x10 mm
35
B
(10)
ZOOPLA
P(DK) 100 AN
PELL)- 300 AN
14x2
L-42 m
x-367x10 mm
24X35
L-5 m
x = 562x10 mm
-367x²mm
w 29-1

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