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b) The von Mises equivalent stresses at point H can be calculated as MPa

b) The von Mises equivalent stresses at point H can be calculated as MPa

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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b) The von Mises equivalent stresses at point H can be calculated as c) The factors of safety at point H predicted by the maximum-distortion-energy theory (von Mises criterion) can be calculated as MPa
Transcribed Image Text:b) The von Mises equivalent stresses at point H can be calculated as c) The factors of safety at point H predicted by the maximum-distortion-energy theory (von Mises criterion) can be calculated as MPa
A steel cantilever beam, of length 2L, has an l-section, see Figure Q3. The cantilever beam is under a uniformly distributed load q = 180 kN/m applied in its vertical plane of symmetry at OA part of the span. The yield strength of the steel is [ 0]=400 MPa; the Young's modulus E = 238 GPa. L= 3 m and the coordinates of Point H are x= 0 mm, y = -80 mm, z= 0 mm. y O q A L 4 L B 1 X Figure Q3 20mm 10mm H 20mm 180mm -220mm b a) The factors of safety predicted at point H by the maximum shear stress theory of failure (Tresca criterion)
Transcribed Image Text:A steel cantilever beam, of length 2L, has an l-section, see Figure Q3. The cantilever beam is under a uniformly distributed load q = 180 kN/m applied in its vertical plane of symmetry at OA part of the span. The yield strength of the steel is [ 0]=400 MPa; the Young's modulus E = 238 GPa. L= 3 m and the coordinates of Point H are x= 0 mm, y = -80 mm, z= 0 mm. y O q A L 4 L B 1 X Figure Q3 20mm 10mm H 20mm 180mm -220mm b a) The factors of safety predicted at point H by the maximum shear stress theory of failure (Tresca criterion)
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