A 380mm diameter circular simply supported beam carries a concentrated load, uniformly distributed load and a triangular load as shown in the figure. Using Area Moment Method, Solve the following unknowns. Let P = 180kN, a = 3.2m, and the modulus of elasticity of beam is 80GPA. NOTE: WRONG SIGN IS WRONG. WRONG UNITS IS WRONG. W W В 1m a a If the shear at a point 1m from the roller support is equal to -294.05405405405KN, determine the value of "w". kN/m Determine the deflection at point 3.2m from the hinge support. (Note: Put a negative sign if the deflection is going down) Determine the deflection at point 1m from the roller support. (Note: Put a negative sign if the deflection is going down)
A 380mm diameter circular simply supported beam carries a concentrated load, uniformly distributed load and a triangular load as shown in the figure. Using Area Moment Method, Solve the following unknowns. Let P = 180kN, a = 3.2m, and the modulus of elasticity of beam is 80GPA. NOTE: WRONG SIGN IS WRONG. WRONG UNITS IS WRONG. W W В 1m a a If the shear at a point 1m from the roller support is equal to -294.05405405405KN, determine the value of "w". kN/m Determine the deflection at point 3.2m from the hinge support. (Note: Put a negative sign if the deflection is going down) Determine the deflection at point 1m from the roller support. (Note: Put a negative sign if the deflection is going down)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A 380mm diameter circular simply supported beam carries a concentrated load, uniformly distributed load and a triangular load
shown in the figure. Using Area Moment Method, Solve the
following unknowns.
Let P = 180KN, a = 3.2m, and the modulus of elasticity of beam is 80GPA.
NOTE: WRONG SIGN IS WRONG. WRONG UNITS IS WRONG.
A
B
1m
a
a
If the shear at a point 1m from the roller support is equal to -294.05405405405KN, determine the value of "w".
kN/m
Determine the deflection at point 3.2m from the hinge support. (Note: Put a negative sign if the deflection is going down)
Determine the deflection at point 1m from the roller support. (Note: Put a negative sign if the deflection is going down)
w/
w/
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