In a roofing system for a restaurant in Melbourne, member AB is part of a truss and is subjected to a factored compression force of 20 kN. This force comes from load combination of permanent load and medium-term (5 days) live load. This member is made of 140 mm x 45 mm unseasoned F22 timber. The length of member is 3.5 m. Member AB is restrained at both ends in position only. Considering only the major axis, check the capacity of member AB to resist the compression force. 20 kN

In a roofing system for a restaurant in Melbourne, member AB is part of a truss and is subjected to a factored compression force of 20 kN. This force comes from load combination of permanent load and medium-term (5 days) live load. This member is made of 140 mm x 45 mm unseasoned F22 timber. The length of member is 3.5 m. Member AB is restrained at both ends in position only. Considering only the major axis, check the capacity of member AB to resist the compression force. 20 kN

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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