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 = 1.5 kN/m² Roof coverage- A.C. sheets weighing 200 N/m² USE IS CODE Design: channel section purlins. (ii) angle section purlins. (iii) channel section purlins with sag rods midway.
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 = 1.5 kN/m² Roof coverage- A.C. sheets weighing 200 N/m² USE IS CODE Design: channel section purlins. (ii) angle section purlins. (iii) channel section purlins with sag rods midway.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![GO
Design:
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 = 1.5 kN/m²
Roof coverage- A.C. sheets weighing 200 N/m²
USE IS CODE
(i) channel section purlins.
(ii) angle section purlins. 0
(iii) channel section purlins with sag rods midway.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa32b3aa3-0c5e-4116-9328-ccece8b3913e%2Fdde81bd8-30a6-41a2-aa20-74a59f3b6090%2Fhh0l5xs_processed.jpeg&w=3840&q=75)
Transcribed Image Text:GO
Design:
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 = 1.5 kN/m²
Roof coverage- A.C. sheets weighing 200 N/m²
USE IS CODE
(i) channel section purlins.
(ii) angle section purlins. 0
(iii) channel section purlins with sag rods midway.
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