Determine the beam deflection at point H. Assume that EI = 3.16 × 1010 kN-mm2 is constant.

A straight polymer beam is bent due to load P = 0.78 N. Determine the magnitude of the beam’s vertical deflection at D. Let a = 48 mm, b = 58 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 = 0.68 N·m. Determine the magnitude of the beam’s largest vertical deflection between A and B. Let a = 103 mm, b = 77 mm, and EI = 1.10 N·m2. Assume that the supports allow rotation but not deflection at A and B.

A straight polymer beam is bent due to load P = 0.76 N. Determine the magnitude of the beam’s slope at C. Let a = 40 mm, b = 76 mm, c = 64 mm, and EI = 0.20 N·m2. Assume that the supports allow rotation but not deflection at A and C.

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 = 0.82 N. Let a = 110 mm, b = 54 mm, and EI = 1.10 N·m2.

Bending moment is a function of the _______ derivative of the elastic curve.

Determine the beam deflection at point H. Assume that EI = 7.70 × 1010 kN-mm2 is constant.

Determine the beam deflection at point H. Assume that EI = 6.18 × 1010 kN-mm2 is constant.

A straight polymer beam is bent due to moment M = 0.79 N·m. Determine the magnitude of the beam’s largest vertical deflection between A and B. Let a = 107 mm, b = 73 mm, and EI = 1.05 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 = 0.65 N·m. Determine the magnitude of the beam’s vertical deflection at C. Let a = 118 mm, b = 62 mm, and EI = 1.10 N·m2. Assume that the supports allow rotation but not deflection at A and B.