ction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of
ction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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Determine the following unknowns on the beam shown below using Area-Moment Method.
Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solutions.
a. Vertical Reaction at B in kN.
b. Moment Reaction at A in kN-m.
c. Deflection at point C in mm.
d. Deflection at midspan of AB in mm.
Value
a = 3.7
b = 26
c = 29
Thank you very much!
Transcribed Image Text:c kN
b kN/m
10 kN/m
A
В.
"a" m
3 m
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