b) If a spring is connected at point C, determine the force in this spring using the force Method By comparing to the solution in Question 3(a), what happened then to the reactions of the beam? How much moment-at point A will be induced by this spring connection? Given that the spring stiffness k, 200 kN/m. (15 marks) 25 kNm S kN/m 6 m 10 m Figure 4
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0 Question 3 a) Using the Force Method, determine the reactions at all supports. In addition to t...
Using force method, determine the reaction at all supports. Support A rotates 0.005 radian counterclockwise. E=...
Using force method, determine the reaction at all supports.
Support A rotates 0.005 radian counterclockwise.
E= 200 GPa, I = 150 x 106 mm4.
Skolm AJ 25kNm B H w01 6m
Using force method , determine the reactions of the supports for the beam shown in Figure...
Using force method , determine the reactions of the
supports for the beam shown in Figure ( 5 ) . Then draw shear and
bending moment diagrams for the beam El is constant Use conjugate
beam method to determine deflections ,
6 m 50 KN 200 kN. 9 m - 3 m Fig. (5) BEST WISHES
asap Q5: Using force method, determine the reactions of the supports for the beam shown in...
asap
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. EI is constant. Use conjugate beam method to determine deflections. 6 m 50 KN 200 kN.m 9 m 3 m Fig. (5)
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure...
Q5: Using force method, determine the reactions of the
supports for the beam shown in Figure (5). Then draw shear and
bending moment diagrams for the beam. EI is constant. Use conjugate
beam method to determine deflections.
I need it in 30min or 1 h
6 m 50 KN 200 kN.m 22 А В. С 9 m to 3m
Solve using the stiffness method Determine the reactions at the supports. El is a constant. Prob....
Solve using the stiffness method
Determine the reactions at the supports. El is a constant. Prob. 15-7 6 12 kN/m 5 m 2.5 m Show transcribed image text
3 (a) For the beam shown in Figure Q3.1, E 200GPa and I 22:10 m throughout....
3 (a) For the beam shown in Figure Q3.1, E 200GPa and I 22:10 m throughout. By using the stiffness method and neglecting axial effects: (i) Calculate the rotations of each of the supports [5 marks (ii) Calculate the bending moment and shear force diagrams. [10 marks] (iii) Calculate the reactions and check equilibrium. [5 marks] 7.5kNm SkNm 2 2 Im Im Figure Q3.1
3 (a) For the beam shown in Figure Q3.1, E 200GPa and I 22:10 m throughout....
3 (a) For the beam shown in Figure Q3.1, E 200GPa and I 22:10 m throughout....
3 (a) For the beam shown in Figure Q3.1, E 200GPa and I 22:10 m throughout. By using the stiffness method and neglecting axial effects: (i) Calculate the rotations of each of the supports [5 marks (ii) Calculate the bending moment and shear force diagrams. [10 marks] (iii) Calculate the reactions and check equilibrium. [5 marks] 7.5kNm SkNm 2 2 Im Im Figure Q3.1
3 (a) For the beam shown in Figure Q3.1, E 200GPa and I 22:10 m throughout....
1. Determine the reactions at the supports A and B using Force Method. El is constant....
1. Determine the reactions at the supports A and B using Force Method. El is constant. w B А L 2 L 2 (i) (ii) Use, L = 4 m Use, w = 5 kN/m
i need the answer quickly fast as you can Q5: Using force method, determine the reactions...
i need the answer quickly fast as you can
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. Er is constant. Use conjugate beam method to determine deflections. 6 m 50 KN 200 kN.m A 9 m 3 m
Q4 The steel frame is fixed at point D and supports a concentrated force of 64...
Q4 The steel frame is fixed at point D and supports a concentrated force of 64 kN, as shown in Figure Q4a. Assume a fixed connection at C. Assume El is constant for all the members. a) Compute the vertical displacement at point A. [15pt] 64 kN A B 4 m 3 m 3 m D 7777 Figure Q4a b) A roller support is added to the frame at point A as shown in Figure Q4b. Determine the reactions at...
Using force method, determine the reaction at all supports.
Support A rotates 0.005 radian counterclockwise.
E= 200 GPa, I = 150 x 106 mm4.
Skolm AJ 25kNm B H w01 6m
Using force method , determine the reactions of the
supports for the beam shown in Figure ( 5 ) . Then draw shear and
bending moment diagrams for the beam El is constant Use conjugate
beam method to determine deflections ,
6 m 50 KN 200 kN. 9 m - 3 m Fig. (5) BEST WISHES
asap
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. EI is constant. Use conjugate beam method to determine deflections. 6 m 50 KN 200 kN.m 9 m 3 m Fig. (5)
Q5: Using force method, determine the reactions of the
supports for the beam shown in Figure (5). Then draw shear and
bending moment diagrams for the beam. EI is constant. Use conjugate
beam method to determine deflections.
I need it in 30min or 1 h
6 m 50 KN 200 kN.m 22 А В. С 9 m to 3m
Solve using the stiffness method
Determine the reactions at the supports. El is a constant. Prob. 15-7 6 12 kN/m 5 m 2.5 m Show transcribed image text
3 (a) For the beam shown in Figure Q3.1, E 200GPa and I 22:10 m throughout. By using the stiffness method and neglecting axial effects: (i) Calculate the rotations of each of the supports [5 marks (ii) Calculate the bending moment and shear force diagrams. [10 marks] (iii) Calculate the reactions and check equilibrium. [5 marks] 7.5kNm SkNm 2 2 Im Im Figure Q3.1
3 (a) For the beam shown in Figure Q3.1, E 200GPa and I 22:10 m throughout....
3 (a) For the beam shown in Figure Q3.1, E 200GPa and I 22:10 m throughout. By using the stiffness method and neglecting axial effects: (i) Calculate the rotations of each of the supports [5 marks (ii) Calculate the bending moment and shear force diagrams. [10 marks] (iii) Calculate the reactions and check equilibrium. [5 marks] 7.5kNm SkNm 2 2 Im Im Figure Q3.1
3 (a) For the beam shown in Figure Q3.1, E 200GPa and I 22:10 m throughout....
1. Determine the reactions at the supports A and B using Force Method. El is constant. w B А L 2 L 2 (i) (ii) Use, L = 4 m Use, w = 5 kN/m
i need the answer quickly fast as you can
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. Er is constant. Use conjugate beam method to determine deflections. 6 m 50 KN 200 kN.m A 9 m 3 m
Q4 The steel frame is fixed at point D and supports a concentrated force of 64 kN, as shown in Figure Q4a. Assume a fixed connection at C. Assume El is constant for all the members. a) Compute the vertical displacement at point A. [15pt] 64 kN A B 4 m 3 m 3 m D 7777 Figure Q4a b) A roller support is added to the frame at point A as shown in Figure Q4b. Determine the reactions at...
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