A factory shed is to be constructed using truss having a span of 12m. The spacing of the truss is 4m. Galvanised iron sheets are to be placed over purlins located at the nodes as shown in Figure. Determine the design load at the nodes due to live load and wind load for an intermediate truss. Assume design wind pressure = 1500 N/m². Cpe = -0.7 (for wind angle 90%), Cpi = ±0.2. Loads are to be shown in the diagram separately. 7777 8@1.5=12m 2.5m 6m

A factory shed is to be constructed using truss having a span of 12m. The spacing of the truss is 4m. Galvanised iron sheets are to be placed over purlins located at the nodes as shown in Figure. Determine the design load at the nodes due to live load and wind load for an intermediate truss. Assume design wind pressure = 1500 N/m². Cpe = -0.7 (for wind angle 90%), Cpi = ±0.2. Loads are to be shown in the diagram separately. 7777 8@1.5=12m 2.5m 6m

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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