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M, Q5. The pipe is fixed to the ground at point A. It is simultaneously subjected to normal force of 10kN, bending moment of 1kNm and torque of 2kNm. The allowable stress of pipe's 5 сm B M, 2 m material is 100 MPa. Analyse if the tubular bar 10 cm is safe or not. Section I-I Tallow = 100 MPa.

M, Q5. The pipe is fixed to the ground at point A. It is simultaneously subjected to normal force of 10kN, bending moment of 1kNm and torque of 2kNm. The allowable stress of pipe's 5 сm B M, 2 m material is 100 MPa. Analyse if the tubular bar 10 cm is safe or not. Section I-I Tallow = 100 MPa.

Structural Analysis
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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M, Q5. The pipe is fixed to the ground at point A. It is simultaneously subjected to normal force of 10kN, bending moment of 1kNm and torque of 2kNm. The allowable stress of pipe's 5 cm B M, 2 m material is 100 MPa. Analyse if the tubular bar is safe or not. 10 сm Section I-I Tallow = 100 MPa.
Transcribed Image Text:M, Q5. The pipe is fixed to the ground at point A. It is simultaneously subjected to normal force of 10kN, bending moment of 1kNm and torque of 2kNm. The allowable stress of pipe's 5 cm B M, 2 m material is 100 MPa. Analyse if the tubular bar is safe or not. 10 сm Section I-I Tallow = 100 MPa.
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