D. A column has to carry an axial roof load of 50 kips and two floor loads of 100 kips each. The column is 38 ft tall and is pinned at both its ends. Three series of beams are attached at 16 feet, 27 feet, and 38 feet above the floor to support the building cladding panels and act as bracing for the column in the Y-Y direction. Choose the lightest WF section to support the load. Roof Load (d) 11 ft Floor Loads 11 ft be. 16 ft

D. A column has to carry an axial roof load of 50 kips and two floor loads of 100 kips each. The column is 38 ft tall and is pinned at both its ends. Three series of beams are attached at 16 feet, 27 feet, and 38 feet above the floor to support the building cladding panels and act as bracing for the column in the Y-Y direction. Choose the lightest WF section to support the load. Roof Load (d) 11 ft Floor Loads 11 ft be. 16 ft

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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