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of elasticity of beam is 180GPa, and the shear at a point 1m from the roller support is equal to -237.06666666667KN. NOTE: WRONG SIGN IS WRONG. WRONG UNIT IS WRONG. w A 1m Determine the deflection at point 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 O negative sign if the deflection is goi down) B.

of elasticity of beam is 180GPa, and the shear at a point 1m from the roller support is equal to -237.06666666667KN. NOTE: WRONG SIGN IS WRONG. WRONG UNIT IS WRONG. w A 1m Determine the deflection at point 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 O negative sign if the deflection is goi down) B.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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of elasticity of beam is 180GPA, and the shear at a point 1m from the roller support is equal to -237.06666666667KN. NOTE: WRONG SIGN IS WRONG. WRONG UNIT IS WRONG. w A B 1m Determine the deflection at point 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 goi down) w/
Transcribed Image Text:of elasticity of beam is 180GPA, and the shear at a point 1m from the roller support is equal to -237.06666666667KN. NOTE: WRONG SIGN IS WRONG. WRONG UNIT IS WRONG. w A B 1m Determine the deflection at point 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 goi down) w/
A 310mm 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 the following unknowns. Let w = 155KN/m, a = 2m, the modulus of elasticity of beam is 180GPA, and the shear at a point 1m from the roller support is equal to -237.06666666667KN. NOTE: WRONG SIGN IS WRONG. WRONG UNIT IS WRONG. w 1m Determine the deflection at point 2m from the hinge support. (Note: Put a negative sign if the deflection is goir down) Determine the deflection at point 1m
Transcribed Image Text:A 310mm 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 the following unknowns. Let w = 155KN/m, a = 2m, the modulus of elasticity of beam is 180GPA, and the shear at a point 1m from the roller support is equal to -237.06666666667KN. NOTE: WRONG SIGN IS WRONG. WRONG UNIT IS WRONG. w 1m Determine the deflection at point 2m from the hinge support. (Note: Put a negative sign if the deflection is goir down) Determine the deflection at point 1m
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