(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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:(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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