The moving load is transmitted to the bottom chord of the truss. F G 3 m B C D 3 panels at 4 m = 12 m %3D
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- (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.Draw the influence lines for bar forces in mem- bers HD and HC of the truss shown in Figure P12.33. The load moves along the bottom chord of the truss. If the truss is to be designed for a uniform live load of 0.32 kip/ft that can be placed anywhere on the span in addition to a concentrated live load of 13 kips that can be positioned where it will produce the largest force, compute the maxi- mum tension and compression forces in bar HD.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?
- The influence line for shear at C for the beam shown is ________ .(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?
- Draw 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 Line Diagrams for Shear at point C for the beam shown in figure. Plot the values at 1 m interval.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. P8.5
- Draw the influence lines for the vertical reactions at supports A; C, and E, the shear just to the right of support C, and the bending moment at point B of the beam shown in Fig. 8.5(a).For the beam illustrated below, draw the influence lines for the vertical, shear and moment reaction at support A, and shear and moment reaction at point E.