A polymer beam was designed to sit on three supports, but the middle support was accidentally placed 0.3 mm lower than the others. Determine the magnitude of the vertical reaction force at B after moment M = 0.77 N·m is applied and causes the beam to rest on all three supports. Let a = 59 mm, b = 59 mm, and EI = 1.10 N·m2. Assume that the supports allow rotation, no deflection at A and C, and no additional deflection at B.

A polymer beam was designed to sit on three supports, but the middle support was accidentally placed 0.2 mm lower than the others. Determine the magnitude of the vertical reaction force at B after moment M = 0.69 N·m is applied and causes the beam to rest on all three supports. Let a = 58 mm, b = 58 mm, and EI = 1.05 N·m2. Assume that the supports allow rotation, no deflection at A and C, and no additional deflection at 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 = 0.76 N·m. Let a = 50 mm, b = 50 mm, and EI = 0.80 N·m2.

A straight polymer beam is bent due to moment M = 0.63 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 = 0.64 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 bent due to moment M = 0.76 N·m. Determine the magnitude of the beam’s vertical deflection at C. Let a = 114 mm, b = 66 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 load P = 0.81 N. Determine the magnitude of the beam’s slope at A. Let a = 41 mm, b = 72 mm, c = 67 mm, and EI = 0.15 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 = 0.75 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.

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