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/m² Weight of galvanised sheets = 130 N/m² Yield stress of steel = 250 MPa (Solve By is code)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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:
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/m²
Weight of galvanised sheets = 130 N/m²
Yield stress of steel = 250 MPa
(Solve By is code )
Transcribed Image Text: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/m² Weight of galvanised sheets = 130 N/m² Yield stress of steel = 250 MPa (Solve By is code )
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