Determine the beam deflection at point H. Assume that EI = 3.82 × 1010 kN-mm2 is constant.

Slope is a function of the _______ derivative of the elastic curve.

A straight polymer beam is fixed at A and sits on a support that allows rotation but not deflection at B. Determine the magnitude of the vertical reaction force at B due to load P = 0.85 N. Let a = 120 mm, b = 60 mm, and EI = 0.95 N·m2.

A polymer beam sits on three supports that allow rotation but not deflection at A, B, and C. Determine the magnitude of the vertical reaction force at B due to moment M = 0.61 N·m. Let a = 53 mm, b = 53 mm, and EI = 1.10 N·m2.

A straight polymer beam is bent due to load P = 0.81 N. Determine the magnitude of the beam’s slope at C. Let a = 49 mm, b = 67 mm, c = 64 mm, and EI = 0.25 N·m2. Assume that the supports allow rotation but not deflection at A and C.

Distributed load is a function of the _______ derivative of the elastic curve.

A straight polymer beam is bent due to moment M = 0.79 N·m. Determine the magnitude of the beam’s vertical deflection at C. Let a = 102 mm, b = 78 mm, and EI = 0.80 N·m2. Assume that the supports allow rotation but not deflection at A and B.

A straight polymer beam is bent due to moment M = 0.76 N·m. Determine the magnitude of the beam’s vertical deflection at C. Let a = 105 mm, b = 75 mm, and EI = 0.90 N·m2. Assume that the supports allow rotation but not deflection at A and B.

A straight polymer beam is bent due to moment M = 0.78 N·m. Determine the magnitude of the beam’s largest vertical deflection between A and B. Let a = 112 mm, b = 68 mm, and EI = 1.10 N·m2. Assume that the supports allow rotation but not deflection at A and B.

A polymer beam sits on three supports that allow rotation but not deflection at A, B, and C. Determine the magnitude of the vertical reaction force at B due to moment M = 0.64 N·m. Let a = 51 mm, b = 51 mm, and EI = 0.95 N·m2.