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
thumb_up100%
Chapter 13, Problem 56P
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
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.1
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.?)
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.1
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 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 structures shown in Figs. using the method of consistent deformationsarrow_forwardDetermine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. using the method of consistent deformationsarrow_forward
- Determine the reactions and draw the shear and bending moment diagrams for the structures shown in figure 13.2O using the method of consistent deformations.arrow_forwardDetermine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. using the method of consistent deformations. Select the reaction at the interior support to be the redundantarrow_forward1. Determine the reactions and the force in each member of the truss shown in Fig. below by the method of consistent deformations. -3 panels at 4 m= 12 m- (38 cm) B (38 cm²) c (38 cm) 20 KN (25 cm) 90 KN (25 cm (38 cm²) D (38 cm²) F E=2x 10 MPa (38 cm²) 3marrow_forward
- Determine the reactions and draw the shear and bending moment diagrams for the structures using the method of consistent deformations.arrow_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_forwardUse 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) A B 401arrow_forward
- Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. by using the method of consistent deformations. Select the reaction moment at the fixed support to be the redundantarrow_forwardQ1: Due to the applied loading, the element at point A on the solid shaft in Fig.a is subjected to the state of stresses shown in Fig. b. Determine the principal stresses and maximum shear stresses acting at this point. Draw the element at each state of stresses. P Fig. a T 45 MPa <-30 MPa Fig. b 10 MPAarrow_forward1. Determine the reactions and the force in each member of the truss shown in Fig. below by the method of consistent deformations. -3 panels at 4 m 12 m- A (38 cm) B (38 cm) C 38 cm?) p 3m 20 KN (38 cm) F E=2 x 10 MPa 90 KN (38 cm Q5 cm) (38 cm)arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
