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Fig. 8.8. A continuous beam is loaded as shown in the figure. Use either Three-Moment Equation Method or Moment Distribution Method. H 42 kN/m 6 m B 8 m Figure 8.8 1. Which of the following most nearly gives the moment at B? a. -90 kN.m. b. -81 kN.m. c. -96 kN.m. d. -108 kN.m. 2. Which of the following most nearly gives the reaction at A? a. 108.00 KN (upward) b. 111.00 kN (upward) c. 110.00 kN (upward) d. 112.50 kN (upward) 3. Which of the following most nearly gives the reaction at B? a. 157.50 kN (upward) b. 154.00 kN (upward) c. 149.62 kN (upward) d. 152.25 kN (upward)

Fig. 8.8. A continuous beam is loaded as shown in the figure. Use either Three-Moment Equation Method or Moment Distribution Method. H 42 kN/m 6 m B 8 m Figure 8.8 1. Which of the following most nearly gives the moment at B? a. -90 kN.m. b. -81 kN.m. c. -96 kN.m. d. -108 kN.m. 2. Which of the following most nearly gives the reaction at A? a. 108.00 KN (upward) b. 111.00 kN (upward) c. 110.00 kN (upward) d. 112.50 kN (upward) 3. Which of the following most nearly gives the reaction at B? a. 157.50 kN (upward) b. 154.00 kN (upward) c. 149.62 kN (upward) d. 152.25 kN (upward)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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2.40 k/ft B A 10 kN 20.00ft 1.00m 1.00m 200m Fig. 3. Draw the shear and bending moment diagrams, and the qualitative deflected shape of the frame shown. A 30 KN B L B Figure 3 30 KN C Figure 2 5 kN/m K 400m Fig. 4. Compute the stress in each member of the truss given. Tabulate the result. 30 kN J 30 KN 30.00ft E D E ****** 6 panels at 1.00m. Figure 4 30 KN F H G 3.60 kit Coord *****. 3,00m 14 i 13 15
Transcribed Image Text:2.40 k/ft B A 10 kN 20.00ft 1.00m 1.00m 200m Fig. 3. Draw the shear and bending moment diagrams, and the qualitative deflected shape of the frame shown. A 30 KN B L B Figure 3 30 KN C Figure 2 5 kN/m K 400m Fig. 4. Compute the stress in each member of the truss given. Tabulate the result. 30 kN J 30 KN 30.00ft E D E ****** 6 panels at 1.00m. Figure 4 30 KN F H G 3.60 kit Coord *****. 3,00m 14 i 13 15
7:17 PMⒸ ✓ Document (1) Fig. 8.8. A continuous beam is loaded as shown in the figure. Use either Three-Moment Equation Method or Moment Distribution Method. A c. -96 kN.m. d. -108 kN.m. 42 kN/m 6 m Figure 8.8 1. Which of the following most nearly gives the moment at B? a. -90 kN.m. b. -81 kN.m. 2. Which of the following most nearly gives the reaction at A? a. 108.00 kN (upward) b. 111.00 kN (upward) c. 110.00 kN (upward) d. 112.50 kN (upward) c. 149.62 kN (upward) d. 152.25 kN (upward) A B 3. Which of the following most nearly gives the reaction at B? a. 157.50 kN (upward) b. 154.00 kN (upward) -10.00ft. 11 Fig. 1 to 2. Draw the shear and bending moment diagrams, and the qualitative deflected shape of the beam shown. 8 m 100 k-ft B -10.00ft. Figure 1 50 k C -10.00ft. 59 D i 12
Transcribed Image Text:7:17 PMⒸ ✓ Document (1) Fig. 8.8. A continuous beam is loaded as shown in the figure. Use either Three-Moment Equation Method or Moment Distribution Method. A c. -96 kN.m. d. -108 kN.m. 42 kN/m 6 m Figure 8.8 1. Which of the following most nearly gives the moment at B? a. -90 kN.m. b. -81 kN.m. 2. Which of the following most nearly gives the reaction at A? a. 108.00 kN (upward) b. 111.00 kN (upward) c. 110.00 kN (upward) d. 112.50 kN (upward) c. 149.62 kN (upward) d. 152.25 kN (upward) A B 3. Which of the following most nearly gives the reaction at B? a. 157.50 kN (upward) b. 154.00 kN (upward) -10.00ft. 11 Fig. 1 to 2. Draw the shear and bending moment diagrams, and the qualitative deflected shape of the beam shown. 8 m 100 k-ft B -10.00ft. Figure 1 50 k C -10.00ft. 59 D i 12
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