STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Question
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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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
PLATE 2 Using the slope-deflection method, compute the end moment of members of the beams shown in Fiqure P11.5 and draw the bending moment and shear force diagrams. El = constant.
For 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 m
Chapter 5 Solutions
STRUCTURAL ANALYSIS (LL)
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_forwarddraw the shear and bending moment diagrams and the qualitative deflected shape for the beam shown. number 2 in the imagearrow_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
- For 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_forwardThe 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_forward
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- 7.34 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_forward6.14 through 6.17 use the moment area method to determine the slopes and deflections at points B and C of the beam shown.arrow_forwardQ2: The effect or two forces FA,FB is (5 KN) and acting along u axis , determine the value of FB by parallelogram method (nun perpendicular coordinate) FA-3 kN -****** ************arrow_forward
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