Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 5, Problem 61P
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
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
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-section
PLease show all of your work
Chapter 5 Solutions
Structural Analysis, Si Edition (mindtap Course List)
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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- Compute 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_forwardHand 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_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_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_forwardUsing Double Integration Method, determine the equation of the elastic curve of the beam below and specify the slope and deflection at point B. E = 200,000 MPa and I = 40,083x10° mm4 L= 5m a = 2m w = 10 kN /m A B a -L-arrow_forward
- For the beam and loading shown, determine the deflection of point A. Use virtual work or Castigliano's Theorem. E = 29 x 10^6 psi I = 39.6 in^4arrow_forwardUse moment area methodarrow_forwardA truss carries a concentrated load at points B, E, F, and G as shown in the figure below. Using unit load method, determine the deflection of the following point. All members of the truss have a circular cross-section: Top Chord has a diameter of 25mm: Bottom chord has a diameter of 37mm; Web member has a diameter of 12mm. USE E=200GPA. 2P F 2P G E 300 60° B 600 30 D A ЗР 4m 4m 4m If the reaction of point D is 72.886751345948KN, determine the value of "P". Determine the vertical deflection of point B. Determine the vertical deflection of point C. Determine the horizontal deflection of point G. Determine the force acting at member FG due to applied force. (NOTE: Put a negative sign if your answer is compressive force, otherwise just put your answer) P.arrow_forward
- Use isometric paper for the 3D problem and use the format; given, find and solution to explainarrow_forwarde) the value of the integration constant C2 f) the value of the integration constant C4. g) the value of the deflection at point C.arrow_forwardCalculate the vertical displacement (downward) at Joint C of the given truss 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.)arrow_forward
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