Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 5, Problem 68P
To determine
Plot the shear diagram, bending moment diagram, axial force diagram, and the qualitative deflected shape of the frame.
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17,23:Find the displacement of point B & of the frame given in the figure.(using shear force)
A
Section 5.4
5.29 through 5.51 Draw the shear and bending moment
diagrams and the qualitative deflected shape for the beam
shown.
2 k/ft
Hinge B C D Hinge
+
+15+15+
ft
ft
-35 ft-
E
-35 ft-
H
Find the vertical deflection of the joint C in a two-member truss as shown in Fig. 2. The area of the inclined tie member AC is 2000 mm²,
while the area of the horizontal member BC is 1600 mm2. Assume E = 200 kN/mm2 and all joints to be pin.
3 m
B
4 m
120 KN
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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- why is the triangle part curved in the shear moment diagramarrow_forwardFor the following Frames: Sketch the deflected shape Draw shear and moment diagram and indicate key values Determine the shear and moment in the frames as a function of x. 15 kN/m 20 kN 5 m 10 kN 4 m 2 m A 5 kN 5 kN В 4 m 3 kN/m- 500 N/m -3 m 4 m -3 m 3m 3 m 95kN 15 kN/m D 5 m 10 m 10 kN/m B 12 m 5 marrow_forwardQ. I Determine the slope at the supports of the beam shown in Fig. I using the moment-area method. Also, determine the deflections at B. E = 29,000 ksi and I = 1,000 in.*. 40 k 60 k Fig. 1 B 10 ft 1 10 ft 21 10 f 1arrow_forward
- The truss shown in Fig.3 is supported by a roller at C and a hinge at D. Use Castigliano's theorem to calculate the horizontal deflection for point B. E-200 B. kN/mm² and A-800 mm² for all members. s) 15 kN 2 m 20 KN B Th 2 m Fig.3arrow_forwardQ. 3 Determine the deflections at B and C for the beam shown in Fig. 2 using the conjugate beam method. Also, determine the slope at D. El is constant. E = 20,000ksi and I = 31500 in.¹. 1.5 k/ft H -6 ft 30 k B +4ft- C -5 ft- Fig. 2arrow_forwardQ. 2 Determine the deflections at B and C for the beam shown in Fig. 2 using the moment- area method. Also, determine the slope at D. EI is constant. E = 20,000 ksi and I = 31500 in.4. 1.5 k/ft 30 k Fig. 2 A В 6 ft 4 ft- 5 ftarrow_forward
- 4- Determine the vertical and horizontal deflections at joint B of the truss shown using the virtual work method. 3 m m 100 kN -50 kN m EA constant E = 70 GPa A = 1,000 mm²arrow_forward7.34 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Label all significant points on each diagram and identify the maximum moments along with their respective locations. Additionally: (a) Determine V and M in the beam at a point located 0.75 m to the right of B. (b) Determine V and M in the beam at a point 15 kN 18 kN 40 kN/m 3 m 6 m 4 m located 1.25 m to the left of C. Fig. P7.34arrow_forwardQuestion 3 Consider the two forces F en F2 acting on the post in Hibbeler (edition 14) Problem 2.134 p 80. 3.1 Determine the angle 0. F, = 400 N 3.2 Determine (a) the projection of F, on the line of action of F2 and (b) the correspon- ding component related to the projection. Express your answers in cartesian vector form. 35° 120° y Note: The projection of F1 on the line of action F2 is parallel to F2, and most likely not equal to F2. 60° 20° 45 3.3 Determine the projection of F2 on the line of action of F1 as well as the correspon- ding component. Express your answers in cartesian vector form. F; = 400 Narrow_forward
- Determine the magnitudes of the projection of the force F shown onto the u and υ axes.arrow_forwardDetermine the mmaximum deflection for the beam shown by the moment-area method.arrow_forwardSET 2: Using the first method in finding deflection wherein you will draw the real shear and moment diagram.1. In the conjugate beam, what is the moment at midspan in Kn.m3?2. What is the deflection at midspan if EI is constant?3. What is the deflection in mm at midspan if E = 163 000 MPa and I = 7.20 x 109 mm4?arrow_forward
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