Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 8, Problem 41P
To determine
Draw the influence lines for the shear in the panel DE and the bending moment at E.
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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.2
Draw 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.
8.20 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-
Chapter 8 Solutions
Structural Analysis, Si Edition (mindtap Course List)
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 shear in panel BC and the bending moment at F of the girder with the floor system shown in Fig. P8.41.arrow_forwardDraw the influence lines for the forces in members BC; BF, and CF of the truss shown in Fig.P14.10. Live loads are transmitted to the bottom chord of the truss.arrow_forwardDraw the influence line for the force in member HL of the K truss shown in Fig. 8.20(a). Live loads are transmitted to the bottom chord of the trussarrow_forward
- Draw the influence lines for the vertical reactions at supports A, C, E, and G of the beams shown in Figarrow_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 CD and the bending moment at D of the girder with the floor system shown in Fig. P8.40.arrow_forward
- 8.20 Draw the influence lines for the vertical reactions at supports B, E, and G of the beam shown in Fig. P8.20. B D E F Hinge -12 ft 12 ft-+12 ft- -12 ft--12 ft-+12 ft-arrow_forwardDraw the influence lines for the reaction moment at support A, the vertical reactions at supports A and B, and the shear at the internal hinge C of the frame shown in Fig. P8.38arrow_forwardQ-2 Draw the influence lines for the following of the double overhang beam ABCD,Fig.2: i- Reactions at B and C, ii- Bending moment at B, iii- Shear force and bending moment at a section "E" 2m from end A. 2 m D A B 8 m 3 m 3 m Fig.2arrow_forward
- Draw the influence lines for the horizontal and vertical reactions at supports A and B of the frames shown in Figarrow_forwardINFLUENCE LINES FOR STATICALLY DETERMINATE STRUCTURES CHAPTER 6 EXAMPLE Construct the influence line for the shear at point C of the beam in Fig. 6-4a. SOLUTION Tabulate Values. Using statics and the method of sections, verify that the values of the shearVc at point C in Fig. 6-4b correspond to each position x of the unit load on the beam. A plot of the values in Fig. 6-4b yields the influence line in Fig. 6-4c. -4m- 4 m- 4 m (a) Fig. 6-4 Vcarrow_forward
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