Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 8, Problem 41P
To determine
Draw the influence lines for the shear in the panel DE and the bending moment at E.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
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-
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.
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
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
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Similar questions
- Draw 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_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 lines for the vertical reactions at supports A, C, E, and G of the beams shown in Figarrow_forward
- 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 trussarrow_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_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_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_forward
- The 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 horizontal and vertical reactions at supports A and B of the frames shown in Figarrow_forward
arrow_back_ios
arrow_forward_ios
Recommended textbooks for you