Select a W section to serve as purlins between roof trusses spaced at 4.6 m on centers. Assume all loads passes through the Centroid of the purlins. Spacing of purlins is 1.4 m on centers. Assume that the purlins are fully laterally supported and subject to the following: Loads Snow = 1440 N/m2 of roof surface Roofing = 288 N/m2 of roof surface Wind surface = 720 N/m2 perpendicular to roof surface Slope of the roof truss is 1 vertical to 2 horizontal. Sag rods are provided at the midpoints of the truss. A36 steel, Fy=248 MPa Select from any W section listed in the table below. Use ASD

Select a W section to serve as purlins between roof trusses spaced at 4.6 m on centers. Assume all loads passes through the Centroid of the purlins. Spacing of purlins is 1.4 m on centers. Assume that the purlins are fully laterally supported and subject to the following: Loads Snow = 1440 N/m2 of roof surface Roofing = 288 N/m2 of roof surface Wind surface = 720 N/m2 perpendicular to roof surface Slope of the roof truss is 1 vertical to 2 horizontal. Sag rods are provided at the midpoints of the truss. A36 steel, Fy=248 MPa Select from any W section listed in the table below. Use ASD

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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