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. O L q A L B X 20mm 10mm H 20mm -220mm b 180mm

Elements Of Electromagnetics
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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 = 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 von Mises equivalent stresses at point H can be calculated as
MPa
Transcribed Image Text:The von Mises equivalent stresses at point H can be calculated as MPa
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