20 k 3 k/ft 1.5 k/ft A C 15 ft 15 ft 20 ft E = 29,000 ksi I = 1,650 in.4
20 k 3 k/ft 1.5 k/ft A C 15 ft 15 ft 20 ft E = 29,000 ksi I = 1,650 in.4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Using the Analysis of Indeterminate Structures: MOMENT DISTRIBUTION ONLY.
Find the reactions and draw the shear and moment diagram. Also find the FEM and DF
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