For a roof truss system of an industrial building, following data is given Span of truss = 6.0 m Spacing of truss = 3.0 m centre to centre Inclination of roof = 30° Spacing of purlins = 2.0 m centre to centre Wind pressure Example 7.6 = 1.5 kN/m? Roof coverage -A.C. sheets weighing 200 N/m2 Design: () (i) angle section purlins. purino.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Example 7.6 For a roof truss system of an industrial building, following data is given
Span of truss = 6.0 m
Spacing of truss 3.0 m centre to centre
Inclination of roof = 30°
%3D
%3D
%3D
Spacing of purlins = 2.0 nm centre to centre
Wind pressure = 1.5 kN/m2
Roof coverage - A.C. sheets weighing 200 N/m?
%3D
Design:
purno.
(ii) angle section purlins.
Transcribed Image Text:Example 7.6 For a roof truss system of an industrial building, following data is given Span of truss = 6.0 m Spacing of truss 3.0 m centre to centre Inclination of roof = 30° %3D %3D %3D Spacing of purlins = 2.0 nm centre to centre Wind pressure = 1.5 kN/m2 Roof coverage - A.C. sheets weighing 200 N/m? %3D Design: purno. (ii) angle section purlins.
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