For a roof truss system of an industrial building, following data is given Span of truss = 6m Spacing of truss = 3.0 m centre to centre. %3D Inclination of roof = 30° %3D Spacing of purlins = 2.0 m centre to centre %3D Wind pressure = 1.5 kN/m? Roof coverage - A.C. sheets weighing 200 N m2 Design: (i) channel section purlins. (ii) angle section purlins. 002 - 001 4 00R (iii) channel section purlins with sag rods midway. Solve only part i

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For a roof truss system of an industrial
building, following data is given
Span of truss = 6m
Spacing of truss = 3.0 m centre to centre.
%3D
Inclination of roof = 30°
%D
Spacing of purlins = 2.0 m centre to centre
%3D
Wind pressure = 1.5 kN/m2
Roof coverage - A.C. sheets weighing 200 N/
m2
Design:
(i) channel section purlins.
(ii) angle section purlins. 002 - 001 4 00R
(iii) channel section purlins with sag rods
midway.
Solve only part i
Transcribed Image Text:For a roof truss system of an industrial building, following data is given Span of truss = 6m Spacing of truss = 3.0 m centre to centre. %3D Inclination of roof = 30° %D Spacing of purlins = 2.0 m centre to centre %3D Wind pressure = 1.5 kN/m2 Roof coverage - A.C. sheets weighing 200 N/ m2 Design: (i) channel section purlins. (ii) angle section purlins. 002 - 001 4 00R (iii) channel section purlins with sag rods midway. Solve only part i
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