Use either the direct procedure or muller breslau principle to construct influence line of support reaction, shear force, bending moments, deflections and rotations of statically determinate beam shown below. Quantities of interest are clearly indicated in each figure.
Extracted text: RBY, RDY, VOL, VBR, Vc, VoL, VDR, Mo, Mc, MD, VA,Ve,D 2 L RBY, VaL, VBR, Ve, Vor, VDR, RoY,