Use area moment method in this problem and find the vertical reaction at C and A in kN and moment reaction at A in kN-m. Also the deflection at point B in mm. a=4m b=12kN/m c=40kN Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method.Consider 150 mm x 200 mm section and E = 80 GPa. Show complete and organized solution. Round-offyour answers to two decimal places.a. Vertical Reaction at C in kN.b. Moment Reaction at A in kN-m.c. Vertical Reaction at A in kN-m.d. Deflection at point B in mm.Akb kN/mmc kN1.5 m.3m

Given Data E = 80 GPa = 80 × 103 N/mm2 Beam size = 150 mm × 200 mm Determine a. Vertical…

Answered: Use area moment method in this problem…

Use area moment method in this problem and find the vertical reaction at C and A in kN and moment reaction at A in kN-m. Also the deflection at point B in mm. a=4m b=12kN/m c=40kN

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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Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

Use area moment method in this problem and find the vertical reaction at C and A in kN and moment reaction at A in kN-m. Also the deflection at point B in mm. a=4m b=12kN/m c=40kN

Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method.
Consider 150 mm x 200 mm section and E = 80 GPa. Show complete and organized solution. Round-off
your answers to two decimal places.
a. Vertical Reaction at C in kN.
b. Moment Reaction at A in kN-m.
c. Vertical Reaction at A in kN-m.
d. Deflection at point B in mm.
A
k
b kN/m
m
c kN
1.5 m.
3m

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