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EX 6) Calculate member end moments of indeterminate structure by using Slope Deflection Method. Rotation 0=0.005rad...
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
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
Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection...
Compute the reactions and draw the shear and moment curves for
the beam below using slope-deflection method
2. Determine the moments at each support, then draw the moment diagram. Assume A is fixed. EI is constant. 12 k 4 k/ft 8 ft---8 ft
Path: Words:0 QUESTION 6 16 points (Virtual Work Indeterminate) Problem 6. Virtual Work Method. Determine the...
Path: Words:0 QUESTION 6 16 points (Virtual Work Indeterminate) Problem 6. Virtual Work Method. Determine the reaction at A. The support at A is a roller and C is fixed. El is constant. (16 points) RA 10 ft 5 ft 4 kip B What is the reaction at A TTT Arial 3 (12pt) T !!! Path:p Words. QUESTION 7 22 points Sav (Slope-Deflection) Problem 7 Using Slope-Deflection Method, write all equations using numeric standard decimal values for calculations (Not Eractions....
12m- (18) 4. Using the slope-deflection method or the moment-distribution method, analyze the structure shown below....
12m- (18) 4. Using the slope-deflection method or the moment-distribution method, analyze the structure shown below. There are no loads on the structure, but joint is pulled down exactly 0.04 m. Plot shear force and bending moment diagrams. On each diagram for each member, calculate and label the maximum and minimum ordinates (Minimum ordinates are frequently negative values). All members are inextensible and have the same EI value; EI = 18000 kN.m2. 0:04m An inn In DISPLACED JOINT TUUR
USE SLOPE-DEFLECTION METHOD Problem 3. Solve the moments at all joints and supports of the given...
USE SLOPE-DEFLECTION METHOD
Problem 3. Solve the moments at all joints and supports of the given frame using slope-deflection method. Assume B, C, and E are fixed connected and A and D are pins. E = 29 x 10ksi. 0.5k/ft 2k Inc = 400 in c 8'ft ICE = 400 in 3k Ipc = 500 in LAB = 600 in 8'ft 24 ft 12 ft
Given W = 100T/m, L=24m, EI = constant Using the slope deflection method: 1. Find the Fixed End M...
Given W = 100T/m, L=24m, EI = constant
Using the slope deflection method:
1. Find the Fixed End Moments
2. Write the Slope Deflection and equilibrium Equations
3. Solve for Joint Rotations/Deflections
4. Find Moments at A, left of B, right of B
5. Draw Qualitatively the Deflected Shape
24 (m) 12 (m)
24 (m) 12 (m)
GIven W = 100T/m, L=24m, EI = constant Using the slope deflection method: 1. Find the Fixed End M...
GIven W = 100T/m, L=24m, EI = constant
Using the slope deflection method:
1. Find the Fixed End Moments
2. Write the Slope Deflection and equilibrium Equations
3. Solve for Joint Rotations/Deflections
4. Find Moments at A, left of B, right of B
5. Draw Qualitatively the Deflected Shape
q,= 980 24 (m) 12 (m)
q,= 980 24 (m) 12 (m)
Using slope-deflection method, draw the moment diagram. Consider two degrees of freedom, one rotation at B...
Using slope-deflection method, draw the moment diagram. Consider
two degrees of freedom, one rotation at B and one rotation at C.
Members are axially rigid and shear deformation in members can be
neglected
B EI EI 0.5L
Please solve all unknowns using slope-deflection method, EI is constant. There is a hinge in the...
Please solve all unknowns
using slope-deflection method, EI is constant. There is a hinge in
the exact middle of member BC, and I'm not sure how this affects
the analysis, and the moments. Please provide a written explanation
about how to deal with the hinge. Thank you!
solve using slope -deflecton method (EE is const rn HINGE 3 m 5
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
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
Compute the reactions and draw the shear and moment curves for
the beam below using slope-deflection method
2. Determine the moments at each support, then draw the moment diagram. Assume A is fixed. EI is constant. 12 k 4 k/ft 8 ft---8 ft
Path: Words:0 QUESTION 6 16 points (Virtual Work Indeterminate) Problem 6. Virtual Work Method. Determine the reaction at A. The support at A is a roller and C is fixed. El is constant. (16 points) RA 10 ft 5 ft 4 kip B What is the reaction at A TTT Arial 3 (12pt) T !!! Path:p Words. QUESTION 7 22 points Sav (Slope-Deflection) Problem 7 Using Slope-Deflection Method, write all equations using numeric standard decimal values for calculations (Not Eractions....
12m- (18) 4. Using the slope-deflection method or the moment-distribution method, analyze the structure shown below. There are no loads on the structure, but joint is pulled down exactly 0.04 m. Plot shear force and bending moment diagrams. On each diagram for each member, calculate and label the maximum and minimum ordinates (Minimum ordinates are frequently negative values). All members are inextensible and have the same EI value; EI = 18000 kN.m2. 0:04m An inn In DISPLACED JOINT TUUR
USE SLOPE-DEFLECTION METHOD
Problem 3. Solve the moments at all joints and supports of the given frame using slope-deflection method. Assume B, C, and E are fixed connected and A and D are pins. E = 29 x 10ksi. 0.5k/ft 2k Inc = 400 in c 8'ft ICE = 400 in 3k Ipc = 500 in LAB = 600 in 8'ft 24 ft 12 ft
Given W = 100T/m, L=24m, EI = constant
Using the slope deflection method:
1. Find the Fixed End Moments
2. Write the Slope Deflection and equilibrium Equations
3. Solve for Joint Rotations/Deflections
4. Find Moments at A, left of B, right of B
5. Draw Qualitatively the Deflected Shape
24 (m) 12 (m)
24 (m) 12 (m)
GIven W = 100T/m, L=24m, EI = constant
Using the slope deflection method:
1. Find the Fixed End Moments
2. Write the Slope Deflection and equilibrium Equations
3. Solve for Joint Rotations/Deflections
4. Find Moments at A, left of B, right of B
5. Draw Qualitatively the Deflected Shape
q,= 980 24 (m) 12 (m)
q,= 980 24 (m) 12 (m)
Using slope-deflection method, draw the moment diagram. Consider
two degrees of freedom, one rotation at B and one rotation at C.
Members are axially rigid and shear deformation in members can be
neglected
B EI EI 0.5L
Please solve all unknowns
using slope-deflection method, EI is constant. There is a hinge in
the exact middle of member BC, and I'm not sure how this affects
the analysis, and the moments. Please provide a written explanation
about how to deal with the hinge. Thank you!
solve using slope -deflecton method (EE is const rn HINGE 3 m 5
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