PSAD-016 | Theory of Structures | Influence Lines

For the beam shown, it carries the following loads: Concentrated Live Load = 90 KN Uniformly Distributed Live Load = 40 KN/m Uniform Dead Load = 20 KN/m A. Determine the maximum positive shear at C B. Determine the maximum negative shear at C C. Determine the maximum positive bending moment at C D. Determine the maximum negative bending moment at C