8.9 Draw the influence lines for the vertical reaction and the reaction moment at support A and the shear and bend- ing moment at point B of the cantilever beam shown in Fig. P8.9. A B C 3 m -2 m
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- "Draw the influence lines for the vertical reaction and thereaction moment at supportAand the shear and bendingmoment at pointBof the cantilever beam shown in Fig. P8.5"Draw the influence lines for vertical reactions at supports B and D and the shear and bending moment at point C of the beam shown infigures P8.5, use Muller-Breslau’s Principle. PLEASE REFER TO FIG. P8.5Draw the influence lines for the vertical reaction at support A, the shear and bending moment at point B of the beam shown below.
- "Draw the influence lines for vertical reactions at sup-portsAandCand the shear and bending moment at pointBof the beam shown in Fig. P8.6"In influence line for vertical reactions at support A and the moment at point B of the beams are shown. From the influence line of support A, what is the value of Ay when x = 4.20 m due to a unit load?Draw the influence lines for vertical reactions at supports D and B and the shear and bending moment at C of the beams shown below
- Draw the influence line for vertical reactions at supports B and D and the shear and bending moment at point C of the beam shown.Draw the Influence Line Diagrams for Shear at point C for the beam shown below. Plot the values at 1 m interval.Draw the qualitative influence lines for RA, RB, MC, VC, and shear to the left of support D for the beam in Figure P12.54.
- (a) Load is applied to the three-hinged trussed arch in Figure P12.40 through the upper chord panel points by a floor beam and stringer floor system. Draw the influence lines for the horizontal and vertical reac- tions at support A and the forces or components of force in members BC, CM, and ML. (b) Assuming that the dead load of the arch and floor system can be represented by a uniform load of 4.8 kips/ft, determine the forces in bars CM and ML produced by the dead load. (c) If the live load is represented by a uniformly distributed load of 0.8 kip/ft of variable length and a concentrated load of 20 kips, determine the maximum force in bar CM produced by the live load. Consider both tension and compression. Joint E acts as a hinge.(a) Draw the influence lines for reactions MA, RA, and Rc of the beam in Figure P12.4. (b) Assuming that the span can be loaded with a 1.2 kips/ft uniform load of variable length, determine the maximum positive and negative values of the reactions.In influence line for vertical reactions at support A and the moment at point B of the beams are shown. From the influence line of support A, what is the value of moment MB when x = 1.80 m due to a unit load?