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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- 3. Draw the influence lines for the vertical reactions at supports A and E, the reaction moment at support A, the shear at point B, and the bending moment at point D of the beam shown in Figure. F в D E Im Im I m ImFor the indeterminate beam in figure 7 the ordinates of the influence line fy support reaction Cy for points A, D, E, F, B, G and C were found to be 0, -0.062, -0.085, -0.052, 0, 0.27, 1.0 respectively. Explain how to determine the ordinates for the support reaction By and moment at E. A D. В 2m Ay - 2m 2m By 2m 2m 2m CyThe 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.
- Problem 8.46 Draw the influence lines for the forces in the members identified with an “x" in the figure. The moving load is transmitted to the bottom chord of the truss. 4 m B -3 panels at 3 m = 9 m-I. The reaction at support B RBy II The reaction at support C RCy III. The bending moment at B IV. The maximum absolute value of the shear force in the beam V. Draw the shear force and bending moment diagram for the beamL The reaction at support B RBy IL. The reaction at support C RAy III. The bending moment at B IV. The maximum absolute value of the shear force in the beam V. Draw the shear force and bending moment diagram for the beam
- 1. Calculate the vertical reaction at B in kN. 2. Calculate the shear at C in kN. 3. Calculate the location of zero shear in span CD measured from C in mm. 4. Calculate the maximum positive shear in the beam in kN. 5. Calculate the moment at D in kN.m 6. Calculate the maximum positive moment in the beam in kN.m. 7. Calculate the maximum negative moment in the beam in the beam in kN.m. 8. Calculate the location of point of zero moment measured form the left end A of the beam in mm. NOTE: Kindly answer all the numbers please with complete solution please. Needed ASAP. Please be clear with the solution1. Calculate the vertical reaction at B in kN. 2. Calculate the shear at C in kN. 3. Calculate the location of zero shear in span CD measured from C in mm. 4. Calculate the maximum positive shear in the beam in kN. 5. Calculate the moment at D in kN.m 6. Calculate the maximum positive moment in the beam in kN.m. 7. Calculate the maximum negative moment in the beam in the beam in kN.m. 8. Calculate the location of point of zero moment measured form the left end A of the beam in mm. NOTE: Kindly answer all numbers with complete solution please. Needed ASAPSolve the support reaction at B. 16 k 2 k/ft 8 k 3 k/ft F 12 ft8 ft--- 9 ft- 12 ft-+9 ft- 3 ft 4 ft 3 ft O 42.67kips upward O42.67kips downward 0 34.67kips downward O 34.67kips upward
- P12.19. For the girder in Figure P12.19, draw the influence lines for the reaction at I, the shear to the right of support I, the moment at C, and the shear be- tween CE. G F A B CDE H 20 24 12 12 24 20 P12.19Influence Line for Beams. a. For the beam shown in Figure 3 10:34 C 1. Draw the influence line for reaction at A. 2. Draw the influence line for shear just to the left of A; 3. Draw the influence line for shear just to the right of A; 4. Draw the influence for shear at D: 5. Draw the influence line for bending moment at A; 6. Draw the influence line for bending moment at D: m. b. Due to moving single concentrated load of 20kN and a moving uniform distributed load of 5kN/m 7.Determine the value of the function for the bending moment at D in KN 5 m 8.Determine the value of the function for the shear just to the right of A in ||| ₁.4.00 KB/S A 4 m Figure 3 C79 ا... ا... 6 m BDraw the influence lines for the vertical reactions at supports B, D, and G and the reaction moment at support G. Draw also the influence lines for the shear amd bending moment at point E.