A propped cantilever beam is subjected to a midspan concentrated load P (Figure P5.59). Select the reaction at the right end as the redundant. FIGURE P5.59 a. Determine the magnitude of the reaction at the right end. b. Determine the deflection of the beam under the load P. c. If the support at the right end settles a vertical distance PL3/32EI, determine the magnitude of the reaction at the right end. 1/2
A propped cantilever beam is subjected to a midspan concentrated load P (Figure P5.59). Select the reaction at the right end as the redundant. FIGURE P5.59 a. Determine the magnitude of the reaction at the right end. b. Determine the deflection of the beam under the load P. c. If the support at the right end settles a vertical distance PL3/32EI, determine the magnitude of the reaction at the right end. 1/2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:A propped cantilever beam is subjected to a
midspan concentrated load P (Figure P5.59). Select
the reaction at the right end as the redundant.
FIGURE P5.59
a. Determine the magnitude of the
reaction at the right end.
b. Determine the deflection of the beam
under the load P.
c. If the support at the right end settles a
vertical distance PL3/32EI, determine
the magnitude of the reaction at the right
end.
32
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Step 1 Interpretation of data
VIEWStep 2 Primary calculations
VIEWStep 3 Calculations for the magnitude of the reaction at the right hand side of the beam
VIEWStep 4 Calculations for the deflection at mid span of the beam
VIEWStep 5 Calculations for the reaction at right hand support due to sinking
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