Need a solution for slope-deflection method
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Need a solution for slope-deflection method
Question 2 (20 marks) Use the Slope-Deflection Method to analyse...
Use moment distribution method or slope deflection method. The frame shown if Fig. 2.1 is supporting...
Use moment distribution method or slope deflection
method.
The frame shown if Fig. 2.1 is supporting a lateral load of 60 kN and a gravity load of 50 kNIm. Neglect the weight of the members (a) Determine th reaction forces. (b) Draw the axial, shear, and bending moment and qualitative deflected shape diagrams of the frame. Specify values at a change of loading positions and at all points of zero shear and moment. Use slope-deflection method 2m Fig. 2.1 w...
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1 Use the Slop...
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
Week 9, Question 1: Use the stiffness method to analyse the structure shown below. For the...
Week 9, Question 1: Use the stiffness method to analyse the structure shown below. For the beam ABC, E = 2.108 kPa, A = 0,1 = 1.2e – 4 mº.. For the truss member DB, E = 200000000 kPa, A = 0.002 m². Also, take L = 4.8 m and a = 25 kN/m. 0 2 A B C III 7 L 3 4 Degrees of freedom D L -2L Calculate the the bending moment at Joint B following the...
2. (70pt) For the system shown below: w bending moment (M) and shear force diagrams (V) using Moment Distribution (...
2. (70pt) For the system shown below: w bending moment (M) and shear force diagrams (V) using Moment Distribution (Cross) or Slope Deflection Method. 90 kN/m 40 kN 41 80 kN/m 5m 21 2 2m 5m 31 5 8m 4m 4m CH y 12 31
2. (70pt) For the system shown below: w bending moment (M) and shear force diagrams (V) using Moment Distribution (Cross) or Slope Deflection Method. 90 kN/m 40 kN 41 80 kN/m 5m 21 2 2m...
Week 9. Question 1: Use the stiffness method to analyse the structure shown below. For the...
Week 9. Question 1: Use the stiffness method to analyse the structure shown below. For the beam ABC, E = 2 -10% kPa, A -00, = 1.2e - 4 m. For the truss member DB, E = 200000000 kPa, A = 0.002 m. Also, take L54 m and w37 kN/m с 7 Degrees of freedom 22 Calculate the the bending moment at Joint B following the steps below. Part 1: Assemble the global structure stiffness matrix. Note that ABC is...
Week 9, Question 1: Use the stiffness method to analyse the structure shown below. For the...
Week 9, Question 1: Use the stiffness method to analyse the structure shown below. For the beam ABC, E = 2-108 kPa, A=00, I = 1.2e - 4 mº.. For the truss member DB, E = 200000000 kPa, A=0.002 m2. Also, take L=6.9 m and w=30 kN/m. Degrees of freedom l- _-2L Calculate the the bending moment at Joint B following the steps below: Part 1: Assemble the global structure stiffness matrix. Note that ABC is infinitely rigid in the...
Solve the following frame using Slope Deflection Method, 30 kN/m A B1 Ic D 12 kN/m...
Solve the following frame using Slope Deflection Method,
30 kN/m A B1 Ic D 12 kN/m 3m 12 kN/m + 2m 4m am
Week 9, Question 2: Use the stiffness method to analyse the elastic frame ABC shown below....
Week 9, Question 2: Use the stiffness method to analyse the elastic frame ABC shown below. Use a model made up of 2 the elements (AB and CB) and the axis indicated in the figure. All members have the following properties: E = 2 ·10kPa, A = 0.005 m², 1 = 1.5e – 4 m+.. Also the lengths of the elements are the same: AB = BC = L = 6.5 m and w = 12 kN/m. 0 А x...
Use the stiffness method to analyse the structure shown below. For the beam ABC, E =...
Use the stiffness method to analyse the structure shown below. For the beam ABC, E = 2 -108 kPa, A = 0,1 = 1.2e - 4 mº.. For the truss member DB, E = 200000000 kPa, A = 0.002 m². Also, take L = 6.5 m and o = 41 kN/m. 00 2 B с TIIL TE 3 Degrees of freedom D 2L Calculate the the bending moment at Joint B following the steps below: Part 1: Assemble the global...
Determine the reactions and moments using Slope-deflection method and draw V, M diagram SITUATION 너-B 28...
Determine the reactions and moments using
Slope-deflection method and draw V, M diagram
SITUATION 너-B 28 KN y1KH 38 KN/m 1.5T 2/KN-n 1m, 2m SLOPE- DEFLECTION METHOD: DETERMINE THE REACTIONS AND MOMENTS, AND DRAW SHEAR AND MOMENT DIAGRAM SOLUTION
Use moment distribution method or slope deflection
method.
The frame shown if Fig. 2.1 is supporting a lateral load of 60 kN and a gravity load of 50 kNIm. Neglect the weight of the members (a) Determine th reaction forces. (b) Draw the axial, shear, and bending moment and qualitative deflected shape diagrams of the frame. Specify values at a change of loading positions and at all points of zero shear and moment. Use slope-deflection method 2m Fig. 2.1 w...
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
Week 9, Question 1: Use the stiffness method to analyse the structure shown below. For the beam ABC, E = 2.108 kPa, A = 0,1 = 1.2e – 4 mº.. For the truss member DB, E = 200000000 kPa, A = 0.002 m². Also, take L = 4.8 m and a = 25 kN/m. 0 2 A B C III 7 L 3 4 Degrees of freedom D L -2L Calculate the the bending moment at Joint B following the...
2. (70pt) For the system shown below: w bending moment (M) and shear force diagrams (V) using Moment Distribution (Cross) or Slope Deflection Method. 90 kN/m 40 kN 41 80 kN/m 5m 21 2 2m 5m 31 5 8m 4m 4m CH y 12 31
2. (70pt) For the system shown below: w bending moment (M) and shear force diagrams (V) using Moment Distribution (Cross) or Slope Deflection Method. 90 kN/m 40 kN 41 80 kN/m 5m 21 2 2m...
Week 9. Question 1: Use the stiffness method to analyse the structure shown below. For the beam ABC, E = 2 -10% kPa, A -00, = 1.2e - 4 m. For the truss member DB, E = 200000000 kPa, A = 0.002 m. Also, take L54 m and w37 kN/m с 7 Degrees of freedom 22 Calculate the the bending moment at Joint B following the steps below. Part 1: Assemble the global structure stiffness matrix. Note that ABC is...
Week 9, Question 1: Use the stiffness method to analyse the structure shown below. For the beam ABC, E = 2-108 kPa, A=00, I = 1.2e - 4 mº.. For the truss member DB, E = 200000000 kPa, A=0.002 m2. Also, take L=6.9 m and w=30 kN/m. Degrees of freedom l- _-2L Calculate the the bending moment at Joint B following the steps below: Part 1: Assemble the global structure stiffness matrix. Note that ABC is infinitely rigid in the...
Solve the following frame using Slope Deflection Method,
30 kN/m A B1 Ic D 12 kN/m 3m 12 kN/m + 2m 4m am
Week 9, Question 2: Use the stiffness method to analyse the elastic frame ABC shown below. Use a model made up of 2 the elements (AB and CB) and the axis indicated in the figure. All members have the following properties: E = 2 ·10kPa, A = 0.005 m², 1 = 1.5e – 4 m+.. Also the lengths of the elements are the same: AB = BC = L = 6.5 m and w = 12 kN/m. 0 А x...
Use the stiffness method to analyse the structure shown below. For the beam ABC, E = 2 -108 kPa, A = 0,1 = 1.2e - 4 mº.. For the truss member DB, E = 200000000 kPa, A = 0.002 m². Also, take L = 6.5 m and o = 41 kN/m. 00 2 B с TIIL TE 3 Degrees of freedom D 2L Calculate the the bending moment at Joint B following the steps below: Part 1: Assemble the global...
Determine the reactions and moments using
Slope-deflection method and draw V, M diagram
SITUATION 너-B 28 KN y1KH 38 KN/m 1.5T 2/KN-n 1m, 2m SLOPE- DEFLECTION METHOD: DETERMINE THE REACTIONS AND MOMENTS, AND DRAW SHEAR AND MOMENT DIAGRAM SOLUTION
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