SITUATION 1 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 A36 steel (Fy = 250 MPa). Use LRFD specifications. For determining its effective length factor, neglect inelastic effect. W18X50 W18X50 L=5 m Ix = 330 x10 mm L=5 m Ix = 330 x10 mm %3! Webs of Columns and girders are in the plane of the frame W21X62 W21X62 L-5 m L-5 m Ix = 554 x10% mm Ix = 554 x10° mm 88 NM 001 = (10)d NA 00S = (T)d NA SZI = (T)d B. W14X53 L=4.2 m W14X53 w Z=1 Ix = 225 x10 mm Ix = 225 x10 mm

SITUATION 1 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 A36 steel (Fy = 250 MPa). Use LRFD specifications. For determining its effective length factor, neglect inelastic effect. W18X50 W18X50 L=5 m Ix = 330 x10 mm L=5 m Ix = 330 x10 mm %3! Webs of Columns and girders are in the plane of the frame W21X62 W21X62 L-5 m L-5 m Ix = 554 x10% mm Ix = 554 x10° mm 88 NM 001 = (10)d NA 00S = (T)d NA SZI = (T)d B. W14X53 L=4.2 m W14X53 w Z=1 Ix = 225 x10 mm Ix = 225 x10 mm

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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