Design an l-section purlin, for an industrial building situated in the outskirts ofAllahabad, to support a galvanised corrugated iron sheet roof the following data:Spacing of the truss c/c = 6.0 mSpan of truss = 12.0 mSlope of roof = 30°400.80S =Spacing of purlins c/c = 1.5 mIntensity of wind pressure = 2 kN/m²Weight of galvanised sheets = 130 N/m² >Yield stress of steel = 250 MPause ISCode

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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: Bind Spacing of the truss c/c = 6.0 m SATS Span of truss = 12.0 m Slope of roof = 30° V100.80S= Spacing of purlins c/c = 1.5 m Intensity of wind pressure = 2 kN/m² Weight of galvanised sheets = 130 N/m² use Is and Code Yield stress of steel = 250 MPa IT.

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: Bind Spacing of the truss c/c = 6.0 m SATS Span of truss = 12.0 m Slope of roof = 30° V100.80S= Spacing of purlins c/c = 1.5 m Intensity of wind pressure = 2 kN/m² Weight of galvanised sheets = 130 N/m² use Is and Code Yield stress of steel = 250 MPa IT.

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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