2. Determine the moments at A, B, and C. Assume the supports at B and Care rollers and A is fixed. E = 29(10³) ksi and I = as shown SOLVE USING SLOPE DEFLECTION METHOD ONLY 700 lb/ft 1 = 1,000 in 20 ft Гв 1,000 lb/ft I= 1,500 in -30 ft IC
2. Determine the moments at A, B, and C. Assume the supports at B and Care rollers and A is fixed. E = 29(10³) ksi and I = as shown SOLVE USING SLOPE DEFLECTION METHOD ONLY 700 lb/ft 1 = 1,000 in 20 ft Гв 1,000 lb/ft I= 1,500 in -30 ft IC
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve using slope defelction method
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