Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Chapter 5, Problem 7P
To determine
Find the axial force, shear, and bending moment at points A and B of the beam.
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Determine the force in members AB and BC of the truss shown in the figure.
The picture shows a truss subjected to a load P at joint C. Considering that the two bars have the same length, crosssection area A and modulus of elasticity E:
a. Compute the internal forces in bars BC and CD. Indicate if they are in compression or tension.
b. Calculate the total deformation of the bars BC and CD.
c. Compute the displacement of joint C.
d. Determine the principal stresses in the bar BC and their angles of orientation (principal planes) with respect to the x-axis shown in the picture. Is there a shear stress in this plane?
e. Indicate the maximum shear stress in the bar BC. What is the angle of orientation with respect to the principal plane
2.23 For the steel truss (E = 200 GPa) and loading shown, determine
the deformations of members AB and AD, knowing that their
cross-sectional areas are 2400 mm² and 1800 mm², respectively.
A
4.0 m-
B
Q Search
228 kN
D
4.0 m
1
2.5 m
C
a
hp
Chapter 5 Solutions
Structural Analysis
Ch. 5 - Prob. 1PCh. 5 - Prob. 2PCh. 5 - Prob. 3PCh. 5 - Prob. 4PCh. 5 - Prob. 5PCh. 5 - Prob. 6PCh. 5 - Prob. 7PCh. 5 - Prob. 8PCh. 5 - Prob. 9PCh. 5 - Prob. 10P
Ch. 5 - Prob. 11PCh. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - Draw the shear and bending moment diagrams for the...Ch. 5 - For the beam shown: (a) determine the distance a...Ch. 5 - For the beam shown: (a) determine the distance a...Ch. 5 - Prob. 55PCh. 5 - Prob. 56PCh. 5 - Prob. 57PCh. 5 - Prob. 58PCh. 5 - Prob. 59PCh. 5 - Prob. 60PCh. 5 - Prob. 61PCh. 5 - Prob. 62PCh. 5 - Prob. 63PCh. 5 - Prob. 64PCh. 5 - Prob. 65PCh. 5 - Prob. 66PCh. 5 - Prob. 67PCh. 5 - Prob. 68PCh. 5 - Prob. 69PCh. 5 - Prob. 70PCh. 5 - Prob. 71P
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Similar questions
- Determine the force in each member of the truss as shown in the figure.arrow_forwardTwo 160 mm * t cover plates are welded to two cahnnels 200 mm high to form the cross section of the beam shown in the figure. The moment of inertia of each channel about a horizontal axis through the centroid is 2.06*106mm4. a)Determine the support reactions. b)Draw the shear force and bending moment diagrams. c)If the allowable bending stress of the beam is 255 MPa, find the required thickness t of the plates to safely support the load.arrow_forwardPLEASE HELP MEEEarrow_forward
- The truss shown in the figure is applied with force P = 5 KN. A. Which of the following nearly gives the force in member DE? B. Which of the following nearly gives the force in member BC? C. Which of the following most nearly gives the greatest force P that can be applied to the truss such that no member is subjected to a force exceeding 2.50 KN in Tension or 2 KN in compression?arrow_forwardDetermine the force in each bar of the truss shown in the figure in teerms of P.arrow_forwardQ.2.arrow_forward
- Q.6. A cantilever truss carries a concentrated load P as shown in the figure below: A (111) e=tan (3/4) (11) B P What are the magnitudes of axial forces in the members 1, IT and 111, respectively? a) 1.00P, 1.33 P and 1.67 P b) 1.67P, 1-33 P and 1.00P c) 1.33 P, 0.75P and 0.60 P d) 0.60 P. 0.75P and 1.00 Parrow_forwardDetermine the forces in DF, EF, and EG in the truss shown diagrammatically in the figure. 40 kN 40 kN 40 kN DJarrow_forwardA truss is subjected to loads as shown. Assumed AE is constant. Use method of consistent deformation. Determine the Axial force developed in member BC?arrow_forward
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