Determine the reactions and draw the shear and bending moment diagrams for the beams shown in figures P17.3 by using the moment distribution method
Extracted text: ary roller is evaluated by the application of the equations In the second part of the analysis, to calculate the mem- e to the force R applied in the opposite direction, the ved to displace by an arbitrarily assumed known amount; moments and the corresponding force Q at the location ed as before. The actual member end moments are de- ebraically summing the moments computed in the first mes the moments computed in the second part. er end moments are known, member end shears, mem- and support reactions can be evaluated through equili- ions. 100 kN 100 kN B -9 m 6 m m 6 m I 21 E = constant FIG. P17.3 25 kN/m