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 = 0.87 N. Let a = 99 mm, b = 63 mm, and EI = 0.90 N·m2.

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Determine the beam deflection at point H. Assume that EI = 3.96 × 1010 kN-mm2 is constant.

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 = 0.72 N·m. Let a = 53 mm, b = 53 mm, and EI = 1.05 N·m2.

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.

Determine the beam deflection at point H. Assume that EI = 3.50 × 1010 kN-mm2 is constant.

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 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 = 0.80 N·m. Let a = 60 mm, b = 60 mm, and EI = 0.80 N·m2.

A straight polymer beam is bent due to load P = 0.72 N. Determine the magnitude of the beam’s vertical deflection at D. Let a = 48 mm, b = 59 mm, c = 73 mm, and EI = 0.10 N·m2. Assume that the supports allow rotation but not deflection at A and C.

A straight polymer beam is bent due to load P = 0.92 N. Determine the magnitude of the beam’s slope at C. Let a = 40 mm, b = 78 mm, c = 62 mm, and EI = 0.20 N·m2. Assume that the supports allow rotation but not deflection at A and C.