Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
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
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
100%

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
Transcribed Image Text: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
Expert Solution
steps

Step by step

Solved in 5 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Similar questions
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS