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54. A simply-supported steel beam is loaded by a distributed load as seen below. The elastic modulus of steel is 10,900 ksi and the moment of inertia about X-axis is 1500 in4. The deflection at point C (2 ft from the left support) is most nearly: w = 3 lb/ft a) 0.1 in b) 0.2 in c) 0.3 in d) 0.4 in 2 ft C 8 ft

54. A simply-supported steel beam is loaded by a distributed load as seen below. The elastic modulus of steel is 10,900 ksi and the moment of inertia about X-axis is 1500 in4. The deflection at point C (2 ft from the left support) is most nearly: w = 3 lb/ft a) 0.1 in b) 0.2 in c) 0.3 in d) 0.4 in 2 ft C 8 ft

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54. A simply-supported steel beam is loaded by a distributed load as seen below. The elastic modulus of steel is 10,900 ksi and the moment of inertia about X-axis is 1500 in4. The deflection at point C (2 ft from the left support) is most nearly: w = 3 lb/ft a) 0.1 in b) 0.2 in c) 0.3 in d) 0.4 in 2 ft C 8 ft
Transcribed Image Text:54. A simply-supported steel beam is loaded by a distributed load as seen below. The elastic modulus of steel is 10,900 ksi and the moment of inertia about X-axis is 1500 in4. The deflection at point C (2 ft from the left support) is most nearly: w = 3 lb/ft a) 0.1 in b) 0.2 in c) 0.3 in d) 0.4 in 2 ft C 8 ft
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