Question: Problem 2 : Force method - Frame The indeterminate frame structure shown below, subjected to a single lateral load of 2 5 0 kN at

Problem 2: Force method - Frame
The indeterminate frame structure shown below, subjected to a single lateral load of 250 kN at joint B. Member AB is characterized by 2EI and member BC is characterized by EI. Using the force method, solve for all support reaction and draw bending moment and shear force diagrams for:
Case 1: Treat the y -direction reaction at C as the redundant force.
Case 2: Treat the Moment reaction at A as the redundant force.
In both cases, assume that EA is constant for all truss members.
Problem 2 : Force method - Frame The

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