1 t/m - 3m Fig. 1.112 4mt 6m Fig. 1.113 3t/m (2) Using the double integration method, derive the equation of the elastic curve of the beam shown in Fig. 1.113. Determine the maximum deflection and compare its value to the deflection at mid span. EI 5000 m ²t. =

1 t/m - 3m Fig. 1.112 4mt 6m Fig. 1.113 3t/m (2) Using the double integration method, derive the equation of the elastic curve of the beam shown in Fig. 1.113. Determine the maximum deflection and compare its value to the deflection at mid span. EI 5000 m ²t. =

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

1t/m
3m
4mt
6m
Fig. 1.113
3t/m
Fig. 1.112
(2) Using the double integration method, derive the equation of the
elastic curve of the beam shown in Fig. 1.113. Determine the maximum
deflection and compare its value to the deflection at mid span. EI
5000 m²t.
=

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Step 4: Boundary condition to obtain elastic curve

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