Question 1 A horizontal beam AB with a pin-support at A and an allowable clockwise moment of M = 60 kNm at Point B. At C the beam is supported by pinned-end column CD of length L, the column is laterally restrained at 0.6L from the base at D only in the horizontal direction of the plane of the frame (i.e. plane of the paper). The column is a steel (E = 200 GPa) pipe with a length L = 2.5 m and an outside diameter of 100 mm. The factor of safety with respect to buckling is n = 2.5. Let d=L/2. Determine the required wall thickness t for the pipe section CD. A d L с D 2d 0.6 L B M I = π 4 (router - rinner)

Question 1 A horizontal beam AB with a pin-support at A and an allowable clockwise moment of M = 60 kNm at Point B. At C the beam is supported by pinned-end column CD of length L, the column is laterally restrained at 0.6L from the base at D only in the horizontal direction of the plane of the frame (i.e. plane of the paper). The column is a steel (E = 200 GPa) pipe with a length L = 2.5 m and an outside diameter of 100 mm. The factor of safety with respect to buckling is n = 2.5. Let d=L/2. Determine the required wall thickness t for the pipe section CD. A d L с D 2d 0.6 L B M I = π 4 (router - rinner)

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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