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
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Using slope-deflection method, draw the moment diagram. Consider
two degrees of freedom, one rotation at B...
Solve for the moment diagram using: 1. The slope-deflection method and then check your work by...
Solve for the moment diagram using: 1. The slope-deflection
method and then check your work by using 2.Method of consistent
deformation
C, EI 0.5L 0.5L
(can be solve by slope deflection ) Using displacement method of analysis: (a) Draw bending moment...
(can be solve by slope deflection )
Using displacement method of analysis: (a) Draw bending moment diagram; (b) Draw shear force diagram; (c) Draw axial force diagram; (d) Find nodal displacements and rotations at B and D. P=30 kn H=60 KN B EI DI EI E 1 2EI pin fixed 8m
Solve for Reactions using Slope deflection method. Draw Shear and Moment Diagram After Solving for reactions...
Solve for Reactions using Slope deflection method. Draw Shear
and Moment Diagram After Solving for reactions
8 5%
Compute the reactions and draw the shear and moment curves for the beam below using SLOPE DEFLECTION method 1. Compute t...
Compute the reactions and draw
the shear and moment curves for the beam below using SLOPE
DEFLECTION method
1. Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection. EI is constant. Note this is the same beam from HW10 Problem 2, where you used the Force Method. 8 5 M 5m
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
Determine the reactions and moments using Slope-deflection method and draw V, M diagram SITDATION 1.B 38...
Determine the reactions and moments using
Slope-deflection method and draw V, M diagram
SITDATION 1.B 38 KN/m 58KN/m 2 SLOPE-DEFLECTION METHOD: DETERMINE THE REACTIONS AND MOMENTS. AND DRAW SHEAR AND MOMENT DIAGRAM
Question3: Using slope deflection method, calculate the moment at joints B and C, and draw the...
Question3: Using slope deflection method, calculate the moment at joints B and C, and draw the shear and moment diagram for each member of the frame. Assume the supports at A and D are pins. El is constant. X1 =101 X2=218 (X1+x2) kN/m B VC 12 m D A 5 m 10 m 5 m
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
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
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...
Solve for the moment diagram using: 1. The slope-deflection
method and then check your work by using 2.Method of consistent
deformation
C, EI 0.5L 0.5L
(can be solve by slope deflection )
Using displacement method of analysis: (a) Draw bending moment diagram; (b) Draw shear force diagram; (c) Draw axial force diagram; (d) Find nodal displacements and rotations at B and D. P=30 kn H=60 KN B EI DI EI E 1 2EI pin fixed 8m
Solve for Reactions using Slope deflection method. Draw Shear
and Moment Diagram After Solving for reactions
8 5%
Compute the reactions and draw
the shear and moment curves for the beam below using SLOPE
DEFLECTION method
1. Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection. EI is constant. Note this is the same beam from HW10 Problem 2, where you used the Force Method. 8 5 M 5m
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
Determine the reactions and moments using
Slope-deflection method and draw V, M diagram
SITDATION 1.B 38 KN/m 58KN/m 2 SLOPE-DEFLECTION METHOD: DETERMINE THE REACTIONS AND MOMENTS. AND DRAW SHEAR AND MOMENT DIAGRAM
Question3: Using slope deflection method, calculate the moment at joints B and C, and draw the shear and moment diagram for each member of the frame. Assume the supports at A and D are pins. El is constant. X1 =101 X2=218 (X1+x2) kN/m B VC 12 m D A 5 m 10 m 5 m
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
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
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...
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