Structural Analysis (MindTap Course List)
5th Edition
ISBN: 9781133943891
Author: Aslam Kassimali
Publisher: Cengage Learning
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Chapter 5, Problem 57P
To determine
Plot the shear diagram, bending moment diagram, axial force diagram, and the qualitative deflected shape of the frame.
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PLease show all of your work
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 m
Hand written please
Chapter 5 Solutions
Structural Analysis (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 - Prob. 17PCh. 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 - Prob. 25PCh. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - Prob. 27PCh. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - Prob. 29PCh. 5 - Prob. 30PCh. 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 - Prob. 34PCh. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - Prob. 36PCh. 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 - Prob. 39PCh. 5 - Prob. 40PCh. 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 - Prob. 44PCh. 5 - Prob. 45PCh. 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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- An 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_forwardUse the Virtual Work method to determine the vertical component of deflection at point B of the truss shown. Note:hand written solution should be avoided.arrow_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
- Determine the slopes and deflections at points B and C of the cantilever beam shown in Fig. 6.14(a) by the conjugate beam methodarrow_forwardUse isometric paper for the 3D problem and use the format; given, find and solution to explainarrow_forward1. Use the virtual work method to determine the vertical deflection at joint C of the truss shown. 15 ft D (4 in.2) (3 in.2) (4 in.²) 20 ft E B 25 k E = 29,000 ksi (4 in.²) (4 in.²) -20 ft- C 25 karrow_forward
- e) 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_forwardFor the shown frame: 1. Calculate support reactions. 2. Draw B.M.D., S.F.D. and N.F.D. 3. Use the Virtual Work Method to calculate: (a) Horizontal deflection of Point H, (b) Right side rotation of Point F, due to the given loads. El is 15x105 kip.ft2. Axial deformations are negligible. 20 kip | 3 kip/ft A D H 5 ft 50 kip.... 5 ft 6 ft 15 ft E A 4 ft 30 kip 7.5 ft F 7.5 ft 7.5 ft G B Tim 6 ft ..... 40 kip N 6 ft 8 ftarrow_forwardProblem 5 The cantilever beam shown below is non-prismatic and is loaded with a concentrated load at free end B. Determine: a) the vertical deflection at B, b) the rotation at B (use either double integration or moment area) A is ft I₁ = 6000 in 4 10 ft = 3000 in 4 H 20 B K E=29000 ksiarrow_forward
- Please i want solution to Item 4 (Sub question No- 4) Please answer question No 4 For the beam below: Draw the approximate deflected shape from the bending moment diagram. Develop the piecewise functions of θ(x) and v(x) using double integration. Assume EI is constant. Take x to be references from the farthest left point on the beam If w = 2 k/ft and L = 5 ft, locate the point of maximum deflection between supports A and B. Develop a variable based excel program that allows you to plot both the slope and displacement functions with x. In other words, your program should be able to take any value of w, L, E, I and x and automatically calculate deflection and slope. Print x-y scatter plots connected by smooth lines for both the deflection and slope using values of x ranging from 0 to 2L in increments of 0.5 ft. Plot the displacement in inches and slope in radians for the following cases using your program: i) w = 2 k/ft, L = 5 ft, E = 4,176,000 ksf, I = 0.073784 ft4 ii) w = 10 k/ft,…arrow_forwardDo not give answer in image and hand writingarrow_forwardChange the question all data etc then solve it make it . Requirement: 9. Virtual Work Method for Trussarrow_forward
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