A roof truss shown in Figure 2 is to be built for a condominium. The purlins are arranged on the nodes. Design data: Spacing between trusses Weight of roof sheet, insulation, and purlins (on slope) Self-weight of truss (on slope) Imposed load (on plan) Using a channel section: a) Determine a suitable size for the purlin. b) Calculate the point load at each node of the roof truss. 5.5 m 0.60 kN/m² 0.30 kN/m² 0.75 kN/m²

A roof truss shown in Figure 2 is to be built for a condominium. The purlins are arranged on the nodes. Design data: Spacing between trusses Weight of roof sheet, insulation, and purlins (on slope) Self-weight of truss (on slope) Imposed load (on plan) Using a channel section: a) Determine a suitable size for the purlin. b) Calculate the point load at each node of the roof truss. 5.5 m 0.60 kN/m² 0.30 kN/m² 0.75 kN/m²

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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