use either direct procedure or Muller-Breslau principle to construct influence lines of support reactions, shear forces, bending moments, deflections and rotations of statically determinate beams shown below.
Extracted text: L L RAY, MA, RCY, RFy, MF, VB, VCL, VCR, VD, VE, Mc, VB, VD, VE, 6c