1. If the shear at a point 1m from the roller support is equal to -217.65765765766kN, determine the value of "w".2. Determine the deflection at point 3.2m from the hinge support.3. Determine the deflection at point 1m from the roller support. A 380mm diameter circular simply supported beam carries a concentrated load,uniformly distributed load and a triangular load as shown in the figure. Using AreaMoment Method, Solve the following unknowns.Let P = 185KN, a = 3.2m, and the modulus of elasticity of beam is 160GPA.NOTE: WRONG SIGN IS WRONG. WRONG UNITS IS WRONG.WAB1maaIf the shear at a point 1m from the roller support is equal to -217.65765765766KN,determine the value of "w". Answer for part 1lkN/mDetermine the deflection at point 3.2m from the hinge support. (Note: Put a negativesign if the deflection is going down)Answer and unit for partDetermine the deflection at point Im from the roller support. (Note: Put a negativesign if the deflection is going down)Answer and unit for part 31

Moment Area Method: The region under the curvature diagram between two points is adequate to the…

1. If the shear at a point 1m from the roller support is equal to -217.65765765766kN, determine the value of "w". 2. Determine the deflection at point 3.2m from the hinge support. 3. Determine the deflection at point 1m from the roller support.

1. If the shear at a point 1m from the roller support is equal to -217.65765765766kN, determine the value of "w". 2. Determine the deflection at point 3.2m from the hinge support. 3. Determine the deflection at point 1m from the roller support.

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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Question

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1. If the shear at a point 1m from the roller support is equal to -217.65765765766kN, determine the value of "w".

2. Determine the deflection at point 3.2m from the hinge support.

3. Determine the deflection at point 1m from the roller support.

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 = 185KN, a = 3.2m, and the modulus of elasticity of beam is 160GPA.
NOTE: WRONG SIGN IS WRONG. WRONG UNITS IS WRONG.
W
A
B
1m
a
a
If the shear at a point 1m from the roller support is equal to -217.65765765766KN,
determine the value of "w". Answer for part 1l
kN/m
Determine the deflection at point 3.2m from the hinge support. (Note: Put a negative
sign if the deflection is going down)Answer and unit for part
Determine the deflection at point Im from the roller support. (Note: Put a negative
sign if the deflection is going down)
Answer and unit for part 31

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