Design an l-section purlin, for an industrial building situated in the outskirts of Allahabad, to support a galvanised corrugated iron sheet roof the following data: Spacing of the truss c/c = 6.0 m Span of truss 12.0 m Slope of roof = 30° Spacing of purlins c/c = 1.5 m Intensity of wind pressure = 2 kN/m? Weight of galvanised sheets = 130 N/m2 Yield stress of steel 250 MPa %3D 00.80S= %3D

Design an l-section purlin, for an industrial building situated in the outskirts of Allahabad, to support a galvanised corrugated iron sheet roof the following data: Spacing of the truss c/c = 6.0 m Span of truss 12.0 m Slope of roof = 30° Spacing of purlins c/c = 1.5 m Intensity of wind pressure = 2 kN/m? Weight of galvanised sheets = 130 N/m2 Yield stress of steel 250 MPa %3D 00.80S= %3D

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter2: Concepts In Structural Steel Design

Section: Chapter Questions

Problem 2.5P

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beal Design a purlin section for the following data: 5 m Spacing of roof trusses c/c Dead load of roofing Live load on purlin Wind load on purlin 0.5 kN/m ign e e d 1.1 kN/m -1.5 kN/m
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