b)The von Mises equivalent stresses at point H can be calculated asMPa A steel cantilever beam, of length 2L, has an l-section, see Figure Q3. The cantilever beam isunder a uniformly distributed load q = 290 kN/m applied in its vertical plane of symmetry at OApart of the span. The yield strength of the steel is [o] = 400 MPa; the Young's modulus E =217 GPa. L= 1 m and the coordinates of Point H are x= 0 mm, y = -75 mm, z= 0 mm.yqABX20mm10mm H20mmi-220mmb180mm

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

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

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Concept explainers

Stress transformation

The term stress indicates the measure of internal forces that develop due to an external force's application on an object. When a specific external force is applied to an object, internal stress generates in the material. The value of stress can obtain by taking the ratio of the externally applied force and cross-sectional area of the object. There are different types of stress depending on the type of external force.

Question

b)
The von Mises equivalent stresses at point H 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 = 290 kN/m applied in its vertical plane of symmetry at OA
part of the span. The yield strength of the steel is [o] = 400 MPa; the Young's modulus E =
217 GPa. L= 1 m and the coordinates of Point H are x= 0 mm, y = -75 mm, z= 0 mm.
y
q
A
B
X
20mm
10mm H
20mmi
-220mm
b
180mm

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