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. Inclination of roof = 30° Spacing of purlins = 2.0 m centre to centre Wind pressure = 1.5 kN/m² Roof coverage - A.C. sheets weighing 200 N/ m² Design: (i) channel section purlins. (ii) angle section purlins. (iii) channel section purlins with sag rods midway. Solve all parts by IS CODE.

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.13.1P
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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.
Inclination of roof = 30°
Spacing of purlins = 2.0 m centre to centre
Wind pressure = 1.5 kN/m²
Roof coverage - A.C. sheets weighing 200 N/
m²
Design:
(i) channel section purlins.
(ii) angle section purlins.
(iii) channel section purlins with sag rods
midway.
Solve all parts by IS CODE.
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. Inclination of roof = 30° Spacing of purlins = 2.0 m centre to centre Wind pressure = 1.5 kN/m² Roof coverage - A.C. sheets weighing 200 N/ m² Design: (i) channel section purlins. (ii) angle section purlins. (iii) channel section purlins with sag rods midway. Solve all parts by IS CODE.
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