STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Chapter 8, Problem 44P
To determine
Draw the influence lines for the shear in the panel CD and the bending moment at D.
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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-
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 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 truss
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 shear in panel BC and the bending moment at F of the girder with the floor system shown in Fig. P8.41.arrow_forwardThe truss shown in Fig.3 has the live load applied to the top panel points. Draw the influence line diagrams for the members: AB, DI, and ef. H J 6@4m-24m K 3 m Fig.3arrow_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_forward
- Draw 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 lines for the vertical reactions at supports A, C, E, and G of the beams shown in Figarrow_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
- Draw the influence lines for the horizontal and vertical reactions at supports A and B of the frames shown in Figarrow_forward8.20 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 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
- 1-11. The 200-lb force of Fig. Pl-11 acts on the 200 box B. Resolve the force into two components, one along AC and the other parallel to CD. Amm P1-11arrow_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_forward4.50 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_forward
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