A fixed-end beam AB carries point load P acting at point C. The beam has a rectangular cross section (b = 85 mm, h = 175 mm). P = 3.4 kN 3 m m- B -L = 5 m- Calculate the reactions of the beam. Assume that E = 190 GPa. (Solve by the method of superposition. The beam has constant flexural rigidity EI. Assume that the +x-axis is to the right and the +y-axis is up along the page, with the origin at A. Use the statics sign convention. Assume the positive direction for moments is counterclockwise. Enter your forces in kN and your moments in kN · m.) RA kN kN %3! MA KN • m = MB kN • m Calculate the displacement at point C. (Enter your answer in mm. Use the statics sign convention.) mm 2.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A fixed-end beam AB carries point load P acting at point C. The beam has a rectangular cross section (b = 85 mm,
h = 175 mm).
P = 3.4 kN
3 m
A
C
B
L = 5 m
Calculate the reactions of the beam. Assume that E = 190 GPa. (Solve by the method of superposition. The beam has
constant flexural rigidity EI. Assume that the +x-axis is to the right and the +y-axis is up along the page, with the origin at
A. Use the statics sign convention. Assume the positive direction for moments is counterclockwise. Enter your forces in kN
and your moments in kN · m.)
kN
RB
kN
MA
kN - m
MB
kN . m
Calculate the displacement at point C. (Enter your answer in mm. Use the statics sign convention.)
mm
Transcribed Image Text:A fixed-end beam AB carries point load P acting at point C. The beam has a rectangular cross section (b = 85 mm, h = 175 mm). P = 3.4 kN 3 m A C B L = 5 m Calculate the reactions of the beam. Assume that E = 190 GPa. (Solve by the method of superposition. The beam has constant flexural rigidity EI. Assume that the +x-axis is to the right and the +y-axis is up along the page, with the origin at A. Use the statics sign convention. Assume the positive direction for moments is counterclockwise. Enter your forces in kN and your moments in kN · m.) kN RB kN MA kN - m MB kN . m Calculate the displacement at point C. (Enter your answer in mm. Use the statics sign convention.) mm
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