Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 13, Problem 34P
To determine
Calculate the support reactions and the member forces of the truss using method of consistent deformation.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
13.34 through 13.36 Determine the reactions
and the force in each member of the trusses
shown in Figs. P13.34-P13.36 using the method
of consistent deformations.
FIG. P13.34
20 k
20 k
(6 in.2)
D
15 k
(8 in.2)
12 ft
(8 in.2)
A
В
(6 in.²)
16 ft
E = 29,000 ksi
(6 in.
(6 in.?)
13.35 Determine the reactions and the force
in each member of the truss shown in Fig. P13.35
using the method of consistent deformations.
E
50 kN
4 m
-100 kN.
D
4 m
B
FIG. P13.35
с
31
-3 m
EA = constant
Determine the reactions and draw the shear and bending moment diagrams for the structures using the method of consistent deformations.
Chapter 13 Solutions
Structural Analysis, Si Edition (mindtap Course List)
Ch. 13 - Prob. 1PCh. 13 - Prob. 2PCh. 13 - Prob. 3PCh. 13 - Prob. 4PCh. 13 - Prob. 5PCh. 13 - Prob. 6PCh. 13 - Prob. 7PCh. 13 - Prob. 8PCh. 13 - Prob. 9PCh. 13 - Prob. 10P
Ch. 13 - Prob. 11PCh. 13 - Prob. 12PCh. 13 - Prob. 13PCh. 13 - Prob. 14PCh. 13 - Prob. 15PCh. 13 - Prob. 16PCh. 13 - Prob. 17PCh. 13 - Prob. 18PCh. 13 - Prob. 19PCh. 13 - Prob. 20PCh. 13 - Prob. 21PCh. 13 - Prob. 22PCh. 13 - Prob. 23PCh. 13 - Prob. 24PCh. 13 - Prob. 25PCh. 13 - Prob. 26PCh. 13 - Prob. 27PCh. 13 - Prob. 28PCh. 13 - Prob. 29PCh. 13 - Prob. 30PCh. 13 - Prob. 31PCh. 13 - Prob. 32PCh. 13 - Prob. 33PCh. 13 - Prob. 34PCh. 13 - Prob. 35PCh. 13 - Prob. 36PCh. 13 - Prob. 37PCh. 13 - Prob. 38PCh. 13 - Prob. 39PCh. 13 - Prob. 41PCh. 13 - Prob. 42PCh. 13 - Prob. 43PCh. 13 - Prob. 44PCh. 13 - Prob. 45PCh. 13 - Prob. 46PCh. 13 - Prob. 47PCh. 13 - Prob. 48PCh. 13 - Prob. 49PCh. 13 - Prob. 50PCh. 13 - Prob. 51PCh. 13 - Prob. 52PCh. 13 - Prob. 53PCh. 13 - Prob. 54PCh. 13 - Prob. 55PCh. 13 - Prob. 56PCh. 13 - Prob. 57PCh. 13 - Prob. 58PCh. 13 - Prob. 59PCh. 13 - Prob. 60PCh. 13 - 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
- 13.26 Determine the reactions and the force in each member of the truss shown in Fig. P13.26 using the method of consistent deformations. 150 kN 3m B 60° 200 kN -2 panels at 4 m 8 m- EA=constant FIG. P13.26arrow_forward13.26 through 13.29 Determine the reactions and the force in each member of the trusses shown in Figs. P13.26-P13.29 using the method of consistent deformations. A 30 k B D 60° 40 k -2 panels at 8 ft = 16 ft- EA constant 6 ftarrow_forwardDetermine the reactions and draw the shear and bending moment diagrams for the structure shown in Fig. P13.13 using the method of consistent deformations. 375 kN 30 kN/m ID B -5m-5m- -10 m- 31 FIG. P13.13 E = constantarrow_forward
- 13.34 through 13.36 Determine the reactions and the force in each member of the trusses shown in Figs. P13.34- P13.36 using the method of consistent deformations. 80 kN 60 kN D 5 m EA = constant 5 m A B E5m -5 marrow_forwardSection 13.3 13.37 through 13.45 Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. P13.37-P13.45 using the method of con- sistent deformations. 25 kN/m Aluu;égunj_f L el e E=70GPa I=1300(10% mm* FIG. P13.37, P13.53arrow_forward13.37 through 13.45 Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. P13.37–P13.45 using the method of con- sistent deformations. 25 kN/m A B -8 m- -8 m- E = 70 GPa 1= 1,300 (106) mm“ FIG. P13.37, P13.53arrow_forward
- Q-1 Use the method of consistent deformations to determine the reaction components, and draw the shear force and bending moment diagrams for the beam shown in Fig.1. (constant EI) W B L L Fig.1arrow_forward13.1 through 13.4 Determine the reactions and draw theshear and bending moment diagrams for the beams shownin Figs. P13.1–P13.4 using the method of consistent deformations. Select the reaction at the roller support to bethe redundant.3 m 3 m 3 mB CA D60 kN 100 kNE = 200 GPaI = 3,250 (106) mmarrow_forward13.13 through 13.25 Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. P13.13-P13.25 using the method of con- sistent deformations. 375 kN 30 kN/m B - 5 m +5m- 10 m 31 E = constant FIG. P13.13arrow_forward
- Use the method of consistent deformations to determine the reaction components, and draw the shear force and bending moment diagrams for the beam shown in Fig.1. (constant EI) 4 Fig.1arrow_forwardDetermine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. using the method of consistent deformationsarrow_forwardDetermine the maximum shear in KN-m for the beam. Draw the shear and bending moment diagrams for the beams shown in Figs. P13.1–P13.4 using the method of consistent deformations. Select the reaction at the roller support to be the redundant. Absolute value with two decinal placesarrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
