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.

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.

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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