Draw the influence lines of the forces in FG, GC, and CD. F G H 15 ft A E B C D 4 panels at 20 ft = 80 ft +
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- 8. Draw the axial force influence lines for the members CD, HD, and HI. D с ft ft 15 ft|10|5| B E COM A G H J F +3 30 ft →30 ft →30 ft →30 ft →30 ft → 20 ftWhat will be the ratio of ordinate at 'B' and 'D' of the influence line diagram drawn for moment at 'B' for the given beam? A В C E +200 mm E B. C 40 N 40 N 100 mm 90 90 N -100 mm---100 mm--100 mm- 16. Determine force-couple system at A. Draw the free body diagram at A. 17. Determine force-couple system at B. Draw the free body diagram at B. 18. Determine force-couple system at C. Draw the free body diagram at C. 19. Determine force-couple system at D. Draw the free body diagram at D. 20. Determine force-couple system at E. Draw the free body diagram at E.
- Influence Line: Moving load group Determine the largest (absolute value) of the shear just left of C Strucitore: どSolve the shear force, 6ft to the right from A. 16 k 2 k/ft 8 k 3 k/ft A B E F -12 ft 8 ft+- 9 ft+-12 ft +9 ft- 4 ft 3 ft 3 ft O 12.67kips O 24.67kips O-12.67kips O -24.67kipsIn the figure on the right where there is a 50 N single load at point Bof the given rod system, (between AB: 4m / BC: 1m)a) find the support reactions?b) Immediately after support A, just before point Band immediately after and just before the C-bracketFind the cross section effects by cutting?c) Draw the cross sectional influence diagrams.
- Draw the influence line for the given beam 2. RA R8, Rいク, My4. Draw the influence lines for the shear and bending moment at point D of the beam shown. В hinge D 4m 4m 4m 4mWhich of the following is corresponds to the force acting at member AB? E 20 k 12 ft C D 12 ft 5 k B A |-5 ft--5 ft-- 14 ft- Select one: O a. 13.86 k O b. 15.40 k O c. 18.82 k O d. 17.11 k
- draw the shear, moment and normal forces diagram 60kNm 10kN 4m B. 2m 2m 4m1. Forces P and F acting along the bars maintain equilibrium Determine the values of P and F. of pin А. 4 m *- 2 m 'B 3m P F 24 kN A 81 kN 42KN4/52 Determine the forces in members AB, AC, and AD. B 30⁰- A | 5 kN 3 m D PROBLEM 4/52 6 m my 2 m 3 m