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.

A straight polymer beam is bent due to load P = 0.75 N. Determine the magnitude of the beam’s vertical deflection at D. Let a = 46 mm, b = 56 mm, c = 78 mm, and EI = 0.25 N·m2. Assume that the supports allow rotation but not deflection at A and C.

Determine the beam deflection at point H. Assume that EI = 4.68 × 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 = 108 mm, b = 72 mm, and EI = 0.95 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 slope at B. Let a = 112 mm, b = 68 mm, and EI = 0.80 N·m2. Assume that the supports allow rotation but not deflection at A and B.

For the beam loaded as shown (L1 = 1.95 m and L2 = 4.05 m), use the method of superposition to determine the beam deflection at point H. Assume that EI = 8 × 104 kN-m2 is constant.

A straight polymer beam is bent due to moment M = 0.64 N·m. Determine the magnitude of the beam’s slope at B. Let a = 109 mm, b = 71 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 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 = 0.83 N. Let a = 110 mm, b = 60 mm, and EI = 0.85 N·m2.

Omission to do something which a reasonable prudent person would do under ordinary or similar circumstances or the doing of something which a reasonable and prudent person would not do:

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 = 101 mm, b = 79 mm, and EI = 0.85 N·m2. Assume that the supports allow rotation but not deflection at A and B.