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The factors of safety predicted at point H by the maximum shear stress theory of failure (Tresca criterion)

The factors of safety predicted at point H by the maximum shear stress theory of failure (Tresca criterion)

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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The factors of safety predicted at point H  by the maximum shear stress theory of failure (Tresca criterion)

A steel cantilever beam, of length 2L, has an l-section, see Figure Q3. The cantilever beam is under a uniformly distributed load q = 200 kN/m applied in its vertical plane of symmetry at OA part of the span. The yield strength of the steel is [o] = 420 MPa; the Young's modulus E = 240 GPa. L= 3 m and the coordinates of Point H are x= 0 mm, y = -65 mm, z= 0 mm . y L q A L ві X Figure Q3 20mm УЛ 10mm H 20mm A -220mm 180mm
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 = 200 kN/m applied in its vertical plane of symmetry at OA part of the span. The yield strength of the steel is [o] = 420 MPa; the Young's modulus E = 240 GPa. L= 3 m and the coordinates of Point H are x= 0 mm, y = -65 mm, z= 0 mm . y L q A L ві X Figure Q3 20mm УЛ 10mm H 20mm A -220mm 180mm
The factors of safety predicted at point H by the maximum shear stress theory of failure (Tresca criterion)
Transcribed Image Text:The factors of safety predicted at point H by the maximum shear stress theory of failure (Tresca criterion)
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