Q. 2 (B) What is the degree of indeterminancy for the following beam assuming A as fixed and B as a roller? Show the pri
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Q. 2 (B) What is the degree of indeterminancy for the following beam assuming A as fixed and B as a roller? Show the pri
Q. 2 (B) What is the degree of indeterminancy for the following beam assuming A as fixed and B as a roller? Show the primary structure with relevant loads and support conditions. If I were to choose reaction at roller B as the redundant force, what would be the compatibility condition at the roller B? Do not solve any equation. (10 points) 40 KN A -2 m 2 m Q. 2 (C) What are distribution factors for fixed, hinged & roller supports? When do you say that moment distribution method has converged? (5 points) Q. 2 (D) Set up the moment distrubition table for the problem in Q.2 (B) and find the moment at joint A (5 points)
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