: Knowing that the value of the concentrated loads P 8kN, determine the slope and deflection at C by Moment Area theorems. (E= 200 GPa, I= 60x10 mm) !! P В CV A 2 m 1 m 1 m
: Knowing that the value of the concentrated loads P 8kN, determine the slope and deflection at C by Moment Area theorems. (E= 200 GPa, I= 60x10 mm) !! P В CV A 2 m 1 m 1 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Knowing that the value of the concentrated loads P = 8kN, determine the slope and deflection at C by Moment Area theorems. (E= 200 GPa, I = 60x106 mm4)

Transcribed Image Text:%126
Section a - a
: Knowing that the value of the concentrated loads P = 8kN, determine the
slope and deflection at C by Moment Area theorems. (E= 200 GPa, I= 60x10° mm*)
P
В
2 m
1 m
1 m
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