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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 leng factor, neglect inelastic effect. %3D W21X62 C W21X62 L-5 m L=5 m Flanges of Columns and web of girders are in the plane of the frame NOTE: Toke note of the moment of inertia to be used (ly) for columns W18X50 W18X50 L-5 m L=5 m WEW L=4.2 m W21X62 NY SZI = (1)d 8. L=42 m W21X62 NM 00S = (1)d NM 001 = (10)

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 leng factor, neglect inelastic effect. %3D W21X62 C W21X62 L-5 m L=5 m Flanges of Columns and web of girders are in the plane of the frame NOTE: Toke note of the moment of inertia to be used (ly) for columns W18X50 W18X50 L-5 m L=5 m WEW L=4.2 m W21X62 NY SZI = (1)d 8. L=42 m W21X62 NM 00S = (1)d NM 001 = (10)

Structural Analysis
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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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. %3D W21X62 C 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 (ly) for columns. W18X50 W18X50 L=5 m L=5 m P(DL) = 40 kN NM 001 = (10)d NM 00S = (1)d NY SZI = (1)d W21X62 L-4.2m W21X62 L=4.2 m
Transcribed Image Text: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. %3D W21X62 C 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 (ly) for columns. W18X50 W18X50 L=5 m L=5 m P(DL) = 40 kN NM 001 = (10)d NM 00S = (1)d NY SZI = (1)d W21X62 L-4.2m W21X62 L=4.2 m
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