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)

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.8.9P: Use the composite beam tables and select a W-shape and stud anchors for the following conditions: ...

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