Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 8, Problem 40P
To determine
Draw the influence lines for the shear in the panel CD and the bending moment at D.
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Draw the influence lines for the shear in panel BC and the bending moment at F of the girder with the floor system shown in Fig. P8.41.
Draw the influence lines for the shear and bending moment at point B of the beam shown in Fig. P8.13
Draw the influence lines for the vertical reactions at supports A and E and the shear and bending moment at point D of the frame shown in Fig. P8.16.
Chapter 8 Solutions
Structural Analysis
Ch. 8 - Prob. 1PCh. 8 - Prob. 2PCh. 8 - Prob. 3PCh. 8 - Prob. 4PCh. 8 - Prob. 5PCh. 8 - Prob. 6PCh. 8 - Prob. 7PCh. 8 - Prob. 8PCh. 8 - Prob. 9PCh. 8 - Prob. 10P
Ch. 8 - Prob. 11PCh. 8 - Prob. 12PCh. 8 - Prob. 13PCh. 8 - Prob. 14PCh. 8 - Prob. 15PCh. 8 - Prob. 16PCh. 8 - Prob. 17PCh. 8 - Prob. 18PCh. 8 - Prob. 19PCh. 8 - Prob. 20PCh. 8 - Prob. 21PCh. 8 - Prob. 22PCh. 8 - Prob. 23PCh. 8 - Prob. 24PCh. 8 - Prob. 25PCh. 8 - Prob. 26PCh. 8 - Prob. 27PCh. 8 - Prob. 28PCh. 8 - Prob. 29PCh. 8 - Prob. 30PCh. 8 - Prob. 31PCh. 8 - Prob. 32PCh. 8 - Prob. 33PCh. 8 - Prob. 34PCh. 8 - Prob. 35PCh. 8 - Prob. 36PCh. 8 - Prob. 37PCh. 8 - Prob. 38PCh. 8 - Prob. 39PCh. 8 - Prob. 40PCh. 8 - Prob. 41PCh. 8 - Prob. 42PCh. 8 - Prob. 43PCh. 8 - Prob. 44PCh. 8 - Prob. 45PCh. 8 - Prob. 46PCh. 8 - Prob. 47PCh. 8 - Prob. 48PCh. 8 - Prob. 49PCh. 8 - Prob. 50PCh. 8 - Prob. 51PCh. 8 - Prob. 52PCh. 8 - Prob. 53PCh. 8 - Prob. 54PCh. 8 - Prob. 55PCh. 8 - Prob. 56PCh. 8 - Prob. 57PCh. 8 - Prob. 58PCh. 8 - Prob. 59PCh. 8 - Prob. 60PCh. 8 - Prob. 61P
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- Draw Influence lines for the figure belowarrow_forwardDraw the influence lines for the forces in members BC and CD of the truss shown in Fig. P14.9. Live loads are transmitted to the top chord of the truss.arrow_forwardDraw the influence lines for the shear in panel BC and the bending moment at C of the girder with the floor system shown in Fig. P8.43.arrow_forward
- Draw the influence lines for the vertical reactions at supports A and B and the shear and bending moment at point D of the frame shown in Fig. P8.17.arrow_forward8.20 Draw the influence lines for the vertical reactions at supports B, E, and G of the beam shown in Fig. P8.20. A B ft- C D Hinge |--12+12+12+12A- ft- E ft- F ft- -12 ft-12 ft-arrow_forwardDraw the influence lines for the reaction moments and the vertical reactions at supports A and F of the beam shown in Fig. P8.31.arrow_forward
- "Draw the influence lines for vertical reactions at sup-portsAandCand the shear and bending moment at pointBof the beam shown in Fig. P8.6"arrow_forwardThe beam shown in Fig.2 is hinged at A and roller supported at B and C. It has an internal hinge at D. Draw the influence lines for: i- The reaction at B; ii- The shear force at E; iii- The bending moment at E; iv- The bending moment at B. DJ 6 m B 4m 1.3m 3m f Fig.2arrow_forwardDraw the influence lines for the vertical reactions at supports A and B of the beam shown in Fig. P8.33.arrow_forward
- Draw the influence lines for the reaction moment at support A and the vertical reactions at supports A, E, and G of the beam shown in Fig. P8.29.arrow_forwardDraw the influence lines for the shears and bending moments at points D and F of the beam shown in Fig. P8.33.arrow_forwardDraw 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. P8.5arrow_forward
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