(b) A thin walled tube with an internal diameter of 35 cm and a wall thickness of 6 mm is subjected to an pressure of 70 kg/cm², an axial tensile load of 10000 kg and a twisting moment. The yield point stress in is 2800 kg/cm². Determine the maximum twisting moment that can be applied, based on the maximum ress theory.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Q. 1. (b) A thin walled tube with an internal diameter of 35 cm and a wall thickness of 6 mm is subjected to an
internal pressure of 70 kg/cm², an axial tensile load of 10000 kg and a twisting moment. The yield point stress in
tension is 2800 kg/cm². Determine the maximum twisting moment that can be applied, based on the maximum
shear stress theory.
Transcribed Image Text:Q. 1. (b) A thin walled tube with an internal diameter of 35 cm and a wall thickness of 6 mm is subjected to an internal pressure of 70 kg/cm², an axial tensile load of 10000 kg and a twisting moment. The yield point stress in tension is 2800 kg/cm². Determine the maximum twisting moment that can be applied, based on the maximum shear stress theory.
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