Determine the deflection at the left overhang using either the Method of Virtual Work orCastigliano's Theorem. P= 151 kNAssume constant El; E = 200 GPa, I = 1460 x 106 mm4.P (in kN)olo1.51.05.040 kN/mD200 kNm9.512.0 m9.5

A simply supported beam is given with a hinged end at B and roller support at E, with two overhangs…

Determine the deflection at the left overhang using either the Method of Virtual Work o Castigliano's Theorem. P= 151 kN Assume constant El; E = 200 GPa, I = 1460 x 106 mm². P (in kN) 1.5 1.0 5.0 40 kN/m D 200 kNm 9.5 12.0m 9.5

Determine the deflection at the left overhang using either the Method of Virtual Work o Castigliano's Theorem. P= 151 kN Assume constant El; E = 200 GPa, I = 1460 x 106 mm². P (in kN) 1.5 1.0 5.0 40 kN/m D 200 kNm 9.5 12.0m 9.5

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 overhang using either the Method of Virtual Work or
Castigliano's Theorem. P= 151 kN
Assume constant El; E = 200 GPa, I = 1460 x 106 mm4.
P (in kN)
olo
1.5
1.0
5.0
40 kN/m
D
200 kNm
9.5
12.0 m
9.5

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