A 370mm diameter circular simply supported beam carries a concentrated load, uniformly distributed load also a triangular load as shown in the figure. Using Area Moment Method, Solve following unknowns. Let w = 115kN/m, a = 3.2m, the modulus of elasticity of beam is 70GPA, and the shear at a point 1m from the roller support is equal to -346.52252252252KN. NOTE: WRONG SIGN IS WRONG. WRONG UNIT IS WRONG. W A B 1m a a 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 370mm diameter circular simply supported beam carries a concentrated load, uniformly distributed load also a triangular load as shown in the figure. Using Area Moment Method, Solve following unknowns. Let w = 115kN/m, a = 3.2m, the modulus of elasticity of beam is 70GPA, and the shear at a point 1m from the roller support is equal to -346.52252252252KN. NOTE: WRONG SIGN IS WRONG. WRONG UNIT IS WRONG. W A B 1m a a 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 370mm diameter circular simply supported beam carries a concentrated load, uniformly distributed load also a triangular load as shown in the figure. Using Area Moment Method, Solve
following unknowns.
Let w = 115kN/m, a = 3.2m, the modulus of elasticity of beam is 70GPA, and the shear at a point 1m from the roller support is equal to -346.52252252252kN.
NOTE: WRONG SIGN IS WRONG. WRONG UNIT IS WRONG.
A
1m
a
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)
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