[Recommended]Determine the elastic curve in terms of the x1and x2 coordinates using integration method and the deflection of end C of the overhang beam. EI is constant.

Determine the elastic curve in terms of the x1and x2 coordinates using integration method and the deflection of end C of the overhang beam. EI…

Determine the elastic curve in terms of the x1and x2 coordinates using integration method and the deflection of end C of the overhang beam. EI is constant.
MIET2395 Solid Mechanics Assignment-Part D
Problem 13. Two strain gauges a and b are attached to a plate made from a material having a
modulus of elasticity of E=70GPa and Poisson’s ratio =0.35. If the gauges give a reading of
ɛa=450(10 -6) and ɛb=100(10
-6), determine the intensities of the uniform distributed load wx and
wy acting on the plate. The thickness of the plate is 25 mm.
Note: no shear force acts on the plane along the x and y axes
Problem 14. The beam is subjected to the linearly varying distributed load. Determine the equation of the elastic curve using integration method and the maximum deflection of the beam.
EI is constant.
Problem 15. Determine the elastic curve in terms of the x1and x2 coordinates using integration method and the deflection of end C of the overhang beam. EI is constant.
Problem 16. The simply supported beam is made of A-36 steel and is subjected to the loading shown. Determine the deflection at its center C using the superposition method and appendix C.
(I = 0.1457(10-3) m4, E=200GPa)
Problem 17. Determine the reactions at the supports. EI is constant. Note: this is a statistically indeterminate beam

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