For a roof truss system of an industrialbuilding, following data is givenSpan of truss = 6mSpacing of truss = 3.0 m centre to centre.%3DInclination of roof = 30°%DSpacing of purlins = 2.0 m centre to centre%3DWind pressure = 1.5 kN/m2Roof coverage - A.C. sheets weighing 200 N/m2Design:(i) channel section purlins.(ii) angle section purlins. 002 - 001 4 00R(iii) channel section purlins with sag rodsmidway.Solve only part i

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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° %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

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

Section: Chapter Questions

Problem 1P

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