Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 13, Problem 57P
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
Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. using the method of consistent deformations
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)
A
B
401
Chapter 13 Solutions
Structural Analysis
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
- What is the reaction at C in kips. In Figs. P14.1–P14.4 using the method of consistent deformations. Absolute value with two decinal places.arrow_forwardDetermine the moments at the supports of the fixed beam shown in Fig. 13.15(a) by the method of consistent deformations. Also, draw the bending moment diagram for the beam.arrow_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.1arrow_forward
- Determine the support reactions for the structures shown in figure by using the method of consistent deformations. 90 kN E D 10 m 21 15 kN/m 30 kN/m 4 m 4 m E = constantarrow_forwardThe assembly in Fig. P-242 consists of a light rigid bar AB, pinned at O, that is attached to the steel and aluminum rods. In the position shown, bar AB is horizontal and there is a gap, A = 5 mm, between the lower end of the steel rod and its pin support at C. Compute the stress in the aluminum rod when the lower end of the steel rod is attached to its support. A 0.75 m O Steel A = 250 mm² E = 200 GPa 1.5 m Figure P-242 Aluminum L = 2 m A = 300 mm² E = 70 GPa Barrow_forwardThe fixed-end beam is subjected to a concentrated moment "M" at midspan as shown in Fig.1. Use the method of consistent deformations to determine the reaction components and draw the shear force and bending moment diagrams for the beam (constant EI).arrow_forward
- Q-2 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.2. (El is constant). (7 marks) 20 kN 10 kN D 2 m 2 m 2 m Fig.2arrow_forwardDetermine the reactions and draw the shear and bending moment diagrams for the structures using the method of consistent deformations.arrow_forwardA plane element removed from a thin-walled cylindrical shell loaded in torsion is subject to the shearing stresses shown in Fig. 3-20. Determine the principal stresses existing in this element and the directions of the planes on which they occur. Ans. 50 MPa at 45° 50 MPa 50 MPa 50 MPa 50 MPaarrow_forward
- Determine the reactions and draw the shear and bending moment diagrams for the beam shown in Fig. 13.3(a) by the method of consistent deformations.arrow_forwardDetermine the reactions and the force in each member of the truss shown in Fig. 13.6(a) using the method of consistent deformations.arrow_forwardDetermine the reactions and the force in each member of the truss shown in Fig. 13.11(a) by the method of consistent deformations.arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you