A straight polymer beam is bent due to load P = 0.92 N. Determine the magnitude of the beam’s vertical deflection at D. Let a = 42 mm, b = 75 mm, c = 63 mm, and EI = 0.15 N·m2. Assume that the supports allow rotation but not deflection at A and C.

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A straight polymer beam is bent due to load P = 0.87 N. Determine the magnitude of the beam’s slope at A. Let a = 40 mm, b = 66 mm, c = 74 mm, and EI = 0.30 N·m2. Assume that the supports allow rotation but not deflection at A and C.

A straight polymer beam is bent due to moment M = 0.71 N·m. Determine the magnitude of the beam’s slope at B. Let a = 118 mm, b = 62 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 = 0.71 N·m. Determine the magnitude of the beam’s vertical deflection at C. Let a = 111 mm, b = 69 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 = 0.75 N·m. Determine the magnitude of the beam’s vertical deflection at C. Let a = 107 mm, b = 73 mm, and EI = 0.80 N·m2. Assume that the supports allow rotation but not deflection at A and B.

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.