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LJET 2019 Quiz. 10 Use the slope-deflection method to determine end moments frame. El is constant...
For the frame shown. use the slope-deflection method to (a) Determine the end moments of each...
For the frame shown. use the slope-deflection method to (a) Determine the end moments of each member and reactions at supports (b) Draw the quantitative bending moment diagram. and also draw the qualitative deflected shape of the entire frame. 10 kN 12 kN/m 2EI 3 m 40 KN 3 m 6 m
Q.2.[40 pts] For the frame shown, use Slope-deflection method to determine the end-moments of each member...
Q.2.[40 pts] For the frame shown, use Slope-deflection method to determine the end-moments of each member only. Support A is fixed. Support C is pin. 10 KN 12 kN/m C 71 B 2 EI 3 m 2E1 M AB = FEM AB + (202 + 0g - 34 ap) L 2E1 = FEM + (@A + 20g – 34 AB) L ЗЕІ 40 KN M BA BA 3 m A 6 m
A) By using the slope-deflection method determine the moments at A, B, C and D and then draw the ...
a) By using the slope-deflection method determine the moments at A, B, C and D and then draw the moment and shear diagrams. Assume the supports at B and C are a roller and A and D are fixed b) Use SpaceGass to determine the moments at A, B, Cand D. c) Compare the results by the two methods and provide a sensible discussions why they are/are not equal. El is constant. 2.5 kN 20 kN/m 4
a) By using...
8-4. Find all the end moments by slope-deflection for the rigid frame shown in Fig. 8-22....
8-4. Find all the end moments by slope-deflection for the rigid frame shown in Fig. 8-22. Draw the moment diagram, and sketch the deformed structure I04 5 ft 5 ft El constant 10 ft Figure 8-22
USE SLOPE DEFLECTION METHOD Problem 2. Solve the internal moments at the supports for the beam...
USE SLOPE DEFLECTION METHOD
Problem 2. Solve the internal moments at the supports for the beam shown below using slope-deflection method. Take El as constant. 20 kN/m 80 KN 9 m 3 m
Use slope deflection method Problem 12.3 Determine the moments at each joint and fixed support, then...
Use slope deflection method
Problem 12.3 Determine the moments at each joint and fixed support, then draw the moment diagram. El is constant. 16 ft 8 ft 12 ft
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...
i need it right now Determine the end moments at joint D of the frame shown...
i need it right now
Determine the end moments at joint D of the frame shown using the slope-deflection method. In addition to the load shown, there is a counter-clockwise couple of 60kN-m magnitude at the midspan of member CD. El constant 6 kN/m 6 m Во 8 m
Question Using the slope deflection method find all the span moments of the frame shown below....
Question Using the slope deflection method find all the span moments of the frame shown below. Draw the bending moment diagram. 3 kN/m B 5 m 10 kN 2.31 5m 20 m 20m 16 m K
Slope-Deflection method only please! Step by step Determine all reactions for the beam shown in Figure...
Slope-Deflection method only please! Step by step
Determine all reactions for the beam shown in Figure 6. El is constant. 8 kN-m 2 m 2 m Figure 6 Slope-Deflection Equations 3A + FEM 2EI 20,+0 - M AB AB 2EI 20, +0, 3A + FEM BA M BA Fixed-End Moments (4L - 3a) (6L - Bal +3k') 12 12 12
For the frame shown. use the slope-deflection method to (a) Determine the end moments of each member and reactions at supports (b) Draw the quantitative bending moment diagram. and also draw the qualitative deflected shape of the entire frame. 10 kN 12 kN/m 2EI 3 m 40 KN 3 m 6 m
Q.2.[40 pts] For the frame shown, use Slope-deflection method to determine the end-moments of each member only. Support A is fixed. Support C is pin. 10 KN 12 kN/m C 71 B 2 EI 3 m 2E1 M AB = FEM AB + (202 + 0g - 34 ap) L 2E1 = FEM + (@A + 20g – 34 AB) L ЗЕІ 40 KN M BA BA 3 m A 6 m
a) By using the slope-deflection method determine the moments at A, B, C and D and then draw the moment and shear diagrams. Assume the supports at B and C are a roller and A and D are fixed b) Use SpaceGass to determine the moments at A, B, Cand D. c) Compare the results by the two methods and provide a sensible discussions why they are/are not equal. El is constant. 2.5 kN 20 kN/m 4
a) By using...
8-4. Find all the end moments by slope-deflection for the rigid frame shown in Fig. 8-22. Draw the moment diagram, and sketch the deformed structure I04 5 ft 5 ft El constant 10 ft Figure 8-22
USE SLOPE DEFLECTION METHOD
Problem 2. Solve the internal moments at the supports for the beam shown below using slope-deflection method. Take El as constant. 20 kN/m 80 KN 9 m 3 m
Use slope deflection method
Problem 12.3 Determine the moments at each joint and fixed support, then draw the moment diagram. El is constant. 16 ft 8 ft 12 ft
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...
i need it right now
Determine the end moments at joint D of the frame shown using the slope-deflection method. In addition to the load shown, there is a counter-clockwise couple of 60kN-m magnitude at the midspan of member CD. El constant 6 kN/m 6 m Во 8 m
Question Using the slope deflection method find all the span moments of the frame shown below. Draw the bending moment diagram. 3 kN/m B 5 m 10 kN 2.31 5m 20 m 20m 16 m K
Slope-Deflection method only please! Step by step
Determine all reactions for the beam shown in Figure 6. El is constant. 8 kN-m 2 m 2 m Figure 6 Slope-Deflection Equations 3A + FEM 2EI 20,+0 - M AB AB 2EI 20, +0, 3A + FEM BA M BA Fixed-End Moments (4L - 3a) (6L - Bal +3k') 12 12 12
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