A cantilever beam AB of a length L has a fixed support at A and a roller support at B (see figure). MA B7 The support at B is moved downward through a distance &g. (The beam has constant flexural rigidity EI. Use the statics sign convention.) Integrating the fourth-order differential equation of the deflection curve (the load equation), determine the reactions of the beam. (Use the following as necessary: 8, L, E, and I.) RA = RB = MA = Also, integrating the fourth-order differential equation of the deflection curve (the load equation), determine the equation of the deflection curve. (Use the following as necessary: 8, L, and x.) v(x) =

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A cantilever beam AB of a length L has a fixed support at A and a roller support at B (see figure).
ΤΑ
OB
TRA
The support at B is moved downward through a distance &g. (The beam has constant flexural rigidity EI. Use the statics sign convention.)
Integrating the fourth-order differential equation of the deflection curve (the load equation), determine the reactions of the beam. (Use the following as necessary: 8B, L, E, and I.)
RA =
RB =
MA =
Also, integrating the fourth-order differential equation of the deflection curve (the load equation), determine the equation of the deflection curve. (Use the following as necessary: 8, L, and x.)
v(x) =
Transcribed Image Text:A cantilever beam AB of a length L has a fixed support at A and a roller support at B (see figure). ΤΑ OB TRA The support at B is moved downward through a distance &g. (The beam has constant flexural rigidity EI. Use the statics sign convention.) Integrating the fourth-order differential equation of the deflection curve (the load equation), determine the reactions of the beam. (Use the following as necessary: 8B, L, E, and I.) RA = RB = MA = Also, integrating the fourth-order differential equation of the deflection curve (the load equation), determine the equation of the deflection curve. (Use the following as necessary: 8, L, and x.) v(x) =
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