6.5 INFL EXAMPLE 6.15 es Draw the influence line for the force in member GB of the bridge truss ce he shown in Fig. 6-24a. FH F he H re by he 6 m FB E |D A B ad 6 m 6 m 6 m ce 6 m 0.25 ve. (a) 0.75 nd
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- "Draw the influence lines for vertical reactions at sup-portsAandCand the shear and bending moment at pointBof the beam shown in Fig. P8.6"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."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"
- Recompute the reactions for the frame in Fig-ure P9.43 if support C settles 0.36 in. when the load actsand support A is constructed 0.24 in. above its intendedposition. Given: E = 30,000 kips/in.2 and I = 60 in.4"Draw the influence lines for vertical reactionsat supportsAandCand the shear and bending moment atpointBofthebeamsshowninFigs.P8.1throughP8.3"(a) Draw the influence lines for the bar forcesin members HC, HG, and CD of the truss shown inFigure P12.32. The load moves along the bottom chord ofthe truss. (b) Compute the force in member HC if panelpoints B, C, and D are each loaded by a concentratedvertical load of 12 kips.
- Draw the influence lines for the shear in panel CD and the bending moment at D of the girder with the floor system shown in Fig. P8.40.Draw the influence lines for the forces in members AF; CF, and CG of the Parker truss shown in Fig. 8.19(a). Live loads are transmitted to the bottom chord of the truss.Draw the influence lines for the reactions Ax and Ay at the left pin supportand the bending moment at section 1 located at the face of column AB. If a uniform liveof 0.8 kips/ft is applied on top of the frame, compare the bending moments at section 1 ifthe live load is only applied on top of the entire span BC, CD, and BD. Discussion thevariations and which is the critical loading scenario. Note: Construct the influence lines of each loaded structure by equilibrium method not muller-breslau's principle. Use the ordinates of the influence lines to calculated the load for the required member support or section.