02. Draw the influence lines for the reactions at the supports and the shear and bending moment at point C of the beam shown in Figure 2. Determine the influence line ordinates at 2-m intervals. C D E 2 m -2 m+ 4 m -2 m 31 E= constant %3D Figure 2
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A: Solution:- The given figure is shown below,
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A: BMD= BENDING MOMENT DIAGRAM SFD= SHEAR FORCE DIAGRAM
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Q: I. Solve for the reactions and draw the shear and moment diagram. 101KN/m (d) 5@2 m = 10 m
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A: Solution:- The given diagram is shown below,
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- 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 horizontal load P can act at any location along the length of member AC shown in Figure P12.26. Draw the influence lines for the moment and shear at section 1, and the moment at section 2.In the figure, draw the influence lines for the reactions Ax and Ay at the left pin support and the bending moment at section 1 located at the face of column AB using ONLY EQUILIBRIUM METHOD. If a uniform live of 0.8 kips/ft is applied on top of the frame, compare the bending moments at section 1 if the live load is only applied on top of the entire span BC, CD, and BD. Discussion the variations and which is the critical loading scenario
- Draw the Influence Line Diagrams for Moment at point D for the beam shownin figure. Plot the values at 1 m intervalDraw 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 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
- (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 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 lines for the vertical reaction at support A, the shear and bending moment at point B of the beam shown below.
- Solve for the maximum moment at B, 4 meters from point A due to a dead load of 5 kn/m a moving live load of 20 kn/m and two movable concentrated load loads 50kn and 75kn 2 meters apart.Draw the influence lines for the shear and bending moment at point F of the beam shown in this figure belowGiven : M1 = 400 kN-m M2 = 500 kN-m M3 = 600 kN-m P = 150 kN w1= 60 kN-m w2 = 120 kN/m a = b = d = 6 m c = 4 m Determine the following: a. The maximum positive shear (in kN). b. The maximum negative shear (in kN). c. The maximum positive moment (in kN-m). d. The maximum negative moment (in kN-m). e. The location of maximum shear from the left end of the beam (in m). f. The location of the maximum moment from the left end of the beam (in m). Kindly Draw the Shear and Moment Diagram. Compute for all of the necessary elements, Include the proper units, use the proper formula and round-off all the answers and final answers to 2 decimal places.