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