= 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.

Structural Analysis
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Chapter2: Loads On Structures
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By use of the virtual work method, determine the rotation and deflection at the end B.

Deflection -   mm ( Downward deflection is negative )

Rotation -   x 10−3  radians  ( Positive rotation is in the anticlockwise direction)

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
By use of the virtual work method, determine the rotation and deflection at the end B.
mm (Downward deflection is negative)
x 10-3 radians (Positive rotation is in the anticlockwise
Deflection -
Rotation -
direction)
Transcribed Image Text:By use of the virtual work method, determine the rotation and deflection at the end B. mm (Downward deflection is negative) x 10-3 radians (Positive rotation is in the anticlockwise Deflection - Rotation - direction)
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