Category: Structural Analysis

A. 2j – r
B. j – 2r
C. 3j – r
D. 2j + r

A. slope deflection method
B. column analogy method
C. moment distribution method
D. none of the above

A. the beam is prismatic
B. there is no settlement of supports
C. there is no discontinuity such as hinges within the span
D. the spans are equal