Determine the deflection at the left ovehanging endUsing Double Integration MethodAssume constant El; E = 200 GPa, I = 1460 x 106 mm².1.0B40 kN/mAll distances are in meters.9.08.09.012.0C200 kNmP= 279kNDP (in kN)E

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Determine the deflection at the left ovehanging end Using Double Integration Method A Assume constant El; E = 200 GPa, I = 1460 x 106 mm². 1.0 B 40 kN/m All distances are in meters. 9.0 8.0 9.0 12.0 C 200 kNm P= 279kN D P (in kN) E

Determine the deflection at the left ovehanging end Using Double Integration Method A Assume constant El; E = 200 GPa, I = 1460 x 106 mm². 1.0 B 40 kN/m All distances are in meters. 9.0 8.0 9.0 12.0 C 200 kNm P= 279kN D P (in kN) E

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

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Determine the deflection at the left ovehanging end
Using Double Integration Method
Assume constant El; E = 200 GPa, I = 1460 x 106 mm².
1.0
B
40 kN/m
All distances are in meters.
9.0
8.0
9.0
12.0
C
200 kNm
P= 279kN
D
P (in kN)
E

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