STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Question
Chapter 8, Problem 43P
To determine
Draw the influence lines for the shear in the panel BC and the bending moment at C.
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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.
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Chapter 8 Solutions
STRUCTURAL ANALYSIS (LL)
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 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 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_forward
- The 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 members JC, EH and HF of the truss shown in Fig. (2), and then determine the maximum tensile force that can be developed in member HF due to moving load of 3kN/m.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
- 4.50 The homogeneous 18-kg pulley is attached to the bar ABC with a pin at B. The mass of the bar is negligible. The cable running over the pulley carries a tension of 600 N. Determine the magnitudes of the support reactions at A and C. 40% 240 600 N 120 240 600 N B 18 kg Dimensions in mm Fig. P4.50arrow_forwardDraw the influence lines for the shear and bending moment at point B and the shears just to the left and just to the right of support C of the beam shown in Fig. P8.12arrow_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_forward
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