Determine the vertical reactions at supports A and B in the loaded beam below. Neglect the beam weight. a = b = c = 1.0 ft; d = e = f = g = 1.5 ft, h = k = 3.0 ft; w1 = w2 = w3 = 1500 lb/ft; P1 = P2 = P3 = 600 lb; M1 = 100 lb-ft, M2 = 500 lb-ft, M3 = 300 lb-ft. Note: Draw the free body diagram and
Determine the vertical reactions at supports A and B in the loaded beam below. Neglect the beam weight. a = b = c = 1.0 ft; d = e = f = g = 1.5 ft, h = k = 3.0 ft; w1 = w2 = w3 = 1500 lb/ft; P1 = P2 = P3 = 600 lb; M1 = 100 lb-ft, M2 = 500 lb-ft, M3 = 300 lb-ft. Note: Draw the free body diagram and
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the vertical reactions at supports A and B in the loaded beam below. Neglect the beam weight. a = b = c = 1.0 ft; d = e = f = g = 1.5 ft, h = k = 3.0 ft; w1 = w2 = w3 = 1500 lb/ft; P1 = P2 = P3 = 600 lb; M1 = 100 lb-ft, M2 = 500 lb-ft, M3 = 300 lb-ft. Note: Draw the free body diagram and answers should be in 3 decimal places.
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