(3), (4) Using the double integration method, derive the equation of the elastic curve of each of the beams in Figs. 1.114 and 1.115. Determine the slopes at the supports and the maximum deflection if I = 7500 cm4 and E = 2000 t/cm². 3mt 6m Fig. 1.114 6 mt 3mt 26 6 m Fig. 1.115 6mt

(3), (4) Using the double integration method, derive the equation of the elastic curve of each of the beams in Figs. 1.114 and 1.115. Determine the slopes at the supports and the maximum deflection if I = 7500 cm4 and E = 2000 t/cm². 3mt 6m Fig. 1.114 6 mt 3mt 26 6 m Fig. 1.115 6mt

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter6: Deflections Of Beams: Geometric Methods

Section: Chapter Questions

Problem 8P

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Question

(3), (4) Using the double integration method, derive the equation
of the elastic curve of each of the beams in Figs. 1.114 and 1.115.
Determine the slopes at the supports and the maximum deflection
if I = 7500 cm4 and E = 2000 t/cm².
3mt
6m
Fig. 1.114
6 mt
3mt
€
6 m
Fig. 1.115
6mt
GO

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