Consider a 4m long statically indeterminate propped cantilever under the loading conditions shown in Figure for Question. The beam has an I-shaped cross-section. The beam’s E value of 10 GPa and an I value of 218.3×106 mm4 I)Calculate the reaction at B and the equation of the deflected shape. ii)Plot the shear stress distribution across the beam's cross-section at a section immediately right of the prop support at point B. Label key stress values
Consider a 4m long statically indeterminate propped cantilever under the loading conditions shown in Figure for Question. The beam has an I-shaped cross-section. The beam’s E value of 10 GPa and an I value of 218.3×106 mm4 I)Calculate the reaction at B and the equation of the deflected shape. ii)Plot the shear stress distribution across the beam's cross-section at a section immediately right of the prop support at point B. Label key stress values
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Consider a 4m long statically indeterminate propped cantilever under the loading
conditions shown in Figure for Question. The beam has an I-shaped
cross-section. The beam’s E value of 10 GPa and an I value of 218.3×106 mm4
I)Calculate the reaction at B and the equation of the deflected shape.
ii)Plot the shear stress distribution across the beam's cross-section at a
section immediately right of the prop support at point B. Label key
stress values
.
Transcribed Image Text:A
3m
4 kN/m
B
в д
1m
C
250 mm
tst
15 mm
**
20 mm
260 mm
20 mm
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