PROBLEM NO. 1For the beam shown below, determine the following using double integration method.600 N/m200 N/m200 N/mВ2 m3 m0.8 mp.8 mE = 12 000 MPa| = 50 x 10 ° mmA. Reaction at left support.B. Deflection at point 2.0m from left support.C. Deflection at point 3.0m from left support.

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PROBLEM NO. 1 For the beam shown below, determine the following using double integration method. 600 N/m 200 N/m 200 N/m A 2 m 3 m 0.8 mp.8 m E = 12 000 MPa | = 50 x 10° mm A. Reaction at left support. B. Deflection at point 2.0m from left support. C. Deflection at point 3.0m from left support.

PROBLEM NO. 1 For the beam shown below, determine the following using double integration method. 600 N/m 200 N/m 200 N/m A 2 m 3 m 0.8 mp.8 m E = 12 000 MPa | = 50 x 10° mm A. Reaction at left support. B. Deflection at point 2.0m from left support. C. Deflection at point 3.0m from left 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

PROBLEM NO. 1
For the beam shown below, determine the following using double integration method.
600 N/m
200 N/m
200 N/m
В
2 m
3 m
0.8 mp.8 m
E = 12 000 MPa
| = 50 x 10 ° mm
A. Reaction at left support.
B. Deflection at point 2.0m from left support.
C. Deflection at point 3.0m from left support.

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