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The shown L-shape cantilver is loaded as shown and fixed at A. It has a constant section of 40 mm X 20 mm. For point I located at 50 mm from support A, at the midheight of the section, determine the principal stresses, the principal planes and the maximum shear stress. Y 50 mm 150 mm 40 mm 0.5 kN I B 20 mm 3 kN 160 mm 2.5 kN

The shown L-shape cantilver is loaded as shown and fixed at A. It has a constant section of 40 mm X 20 mm. For point I located at 50 mm from support A, at the midheight of the section, determine the principal stresses, the principal planes and the maximum shear stress. Y 50 mm 150 mm 40 mm 0.5 kN I B 20 mm 3 kN 160 mm 2.5 kN

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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The shown L-shape cantilver is loaded as shown and fixed at A. It has a constant section of 40 mm X 20 mm. For point I located at 50 mm from support A, at the midheight of the section, determine the principal stresses, the principal planes and the maximum shear stress. y 50 mm 150 mm 40 mm 0.5 kN H- I 20 mm 3 kN 160 mm 2.5 kN
Transcribed Image Text:The shown L-shape cantilver is loaded as shown and fixed at A. It has a constant section of 40 mm X 20 mm. For point I located at 50 mm from support A, at the midheight of the section, determine the principal stresses, the principal planes and the maximum shear stress. y 50 mm 150 mm 40 mm 0.5 kN H- I 20 mm 3 kN 160 mm 2.5 kN
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