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Problem 1.
In each case, determine the internal bending moment as a function of , and state the necessary x
boundary and/or continuity conditions used to determine the elastic curve for the beam. Problem 2.
Determine the slope and deflection of end A of the cantilevered beam. E = 200 GPa and I = 65.0(106) mm4. (a) (b) (c) Problem 3.
Determine the maximum deflection of the simply supported beam. E = 200 GPa and I = 39.9(10-6) m4. Problem 4.
Determine the slope of the simply supported beam at A. E = 200 GPa and I = 39.9(10-6) m4. Problem 5.
Determine the equations of the elastic curve using the x1 and x2 coordinates. What is the slope at A
and the deflection at C? EI is constant. Problem 6.
Determine the reactions at the fixed support A and the roller B. EI is constant. Problem 7.
Determine the reaction at the roller B. EI is constant. Problem 8.
Determine the reactions at the journal bearing supports A, B, and C of the shaft, then draw the
shear and moment diagrams. EI is constant.