Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Chapter 5, Problem 62P
To determine
Plot the shear diagram, bending moment diagram, axial force diagram, and the qualitative deflected shape of the frame.
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Students have asked these similar questions
1. Use Virtual Work Method to answer the questions below considering the truss shown in the figure.
Assume A = 1200 mm?, E = 200 GPa and a = 12 x 106 / °C
%3D
%3D
c. Vertical displacement of joint A in mm due to external force only. Put negative sign if its downward. I
d. Vertical displacement of joint A in mm due to -100 °C change in temperature in members AE and ED. Don't
add deflection due to external loads or fabrication error. Put negative sign if its downward.
D
E
4.1m
A
' 3.6 kN
5.4 kN
4.1m
4.1m
2 – Determine the slope and deflection at point B using the direct integration method and draw
the shear force and bending moment diagrams for the beams shown in Figure 2 and Figure 3
below (Problems 6.7 and 6.10 of Structural Analysis, 6th Edition, Aslam Kassimali).
A
A
W
L
El = constant
Figure 2
4m
El = constant
E = 70GPa
I = 164 (106) mm²
Figure 3
B
50 kN.m
B
Using the method of virtual work to find the vertical deflection at joint K. Given E = 200000 MPa and
cross-section area of members are 2500 mm^2. Vertical live loads of 100N are applied at joints B through
F.
For the bridge truss shown in the figure:
2 m
E
F
6 @ 2m = 12m
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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- Problem 4: The cantilevered beam is subjected to a concentrated force P at its end. Determine the largest magnitude of this force so that the bending stress developed on the cross-section at point A does not exceed = 180 MPa. P is at an angle a -20° in the figure below. Fixed support 2 x A 15m HI™ ** 100 mm 150mm cross-sectionarrow_forwardPLease show all of your workarrow_forwardCompute the vertical displacement (downward) at Joint C of the given truss shown in Figure 2 using the method of virtual work. You can use Space Gass to compute the internal forces of the real and virtual systems without manual calculations. Assume the cross-sectional area and modulus of elasticity of each member are constant. F B H 3 kN + G 4 kN + D 3 kN + + 3 marrow_forward
- Hand written pleasearrow_forwardUse virtual work method. Find vertical displacement of joint B in mm due to +200 oC change in temperature in members BE and CE. Don't add deflection due to external loads or fabrication error.arrow_forwardProblem 2. Use Force Method A) For the frame shown below, draw the shear and moment diagram B) Find the horizontal deflection at Cusing virtual work Assume El is constant. C 30 ft 10 ft 15 kips 10 ftarrow_forward
- 4. For the beam loaded and supported as shown, using double integration, determine: a. The rotation at the left support. b. The deflection at midspan R1 1 m 600 N/m 3 m * 2 m R₂arrow_forwardSubject: Structural Theory Topic: Conjugate Method Follow instructions and show HANDWRITTEN solution with free body diagram. Box the final answerarrow_forwardAn extruded beam has the cross-section shown in the figure. A vertical shear force, V of 110 kN is acting at the shear center of the section. Uniform thickness is 9mm. 72 50 192 50 Use I = 22.055484 × 10° mm' Estimate the total vertical shear (kN) resisted by the web CD. A 117 B 110 C 103 D 96 The distance from the axis of the web to the shear center is most nearly equal to. A 35 mm B 20 mm 15 mm D 40 mmarrow_forward
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