solve the slope deflection and inertial moment
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solve the slope deflection and inertial moment
30 kN/m nts -20 C D 8 m А...
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
(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 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
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...
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
Use Moment Area to find the slope at B and the deflection at D for the...
Use Moment Area to find the slope at B and the deflection at D
for the following frame. The frame has a constant EI.
3 k/ft 6 k 14' 18' 4 6 k 12' 27 k
#2) (35p.) Calculate the slopes "" and "c" in the frame shown in figure using "Slope-Deflection...
#2) (35p.) Calculate the slopes "" and "c" in the frame shown in figure using "Slope-Deflection Equations". Do not solve the system. Do not draw any diagram. (E: Constant). ("A" is the fixed type of support and "C" is the pin). 20 kN/m 20 kN/m D B 30 KN 2 X X
4. Calculate the moments at A, B, C and Din Figure 4 by using Slope Deflection...
4. Calculate the moments at A, B, C and Din Figure 4 by using Slope Deflection Method, then draw the shear force and moment diagram for the frame. Assume A is pinned, D is a roller and C is fixed. El is constant. 80 KN 20 kN/m -15 m 12 m- 12 m Figure 4 (30 marks) (CLO3: PLO2: C4)
#2) (35p.) Calculate the slopes "" and "c" in the frame shown in figure using “Slope-Deflection...
#2) (35p.) Calculate the slopes "" and "c" in the frame shown in figure using “Slope-Deflection Equations". Do not solve the system. Do not draw any diagram. (E: Constant). ("A" is the fixed type of support and "C" is the pin). 20 kN/m 20 kN/m 12 D (1) B (1) ET 2m 30 KN + - 2 + Good Luck...
#2) Calculate the slopes "Og" and "c" in the frame shown in figure using "Slope-Deflection Equations”....
#2) Calculate the slopes "Og" and "c" in the frame shown in figure using "Slope-Deflection Equations”. Do not solve the system. Do not draw any diagram. (E: Constant). (“A” is the fixed type of support and “C” is the pin) 20 kN/m 20 kN/m D B (1) 30 KN (1) 2m 5m X X
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
(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 the following frame using Slope Deflection Method,
30 kN/m A B1 Ic D 12 kN/m 3m 12 kN/m + 2m 4m am
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...
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
Use Moment Area to find the slope at B and the deflection at D
for the following frame. The frame has a constant EI.
3 k/ft 6 k 14' 18' 4 6 k 12' 27 k
#2) (35p.) Calculate the slopes "" and "c" in the frame shown in figure using "Slope-Deflection Equations". Do not solve the system. Do not draw any diagram. (E: Constant). ("A" is the fixed type of support and "C" is the pin). 20 kN/m 20 kN/m D B 30 KN 2 X X
4. Calculate the moments at A, B, C and Din Figure 4 by using Slope Deflection Method, then draw the shear force and moment diagram for the frame. Assume A is pinned, D is a roller and C is fixed. El is constant. 80 KN 20 kN/m -15 m 12 m- 12 m Figure 4 (30 marks) (CLO3: PLO2: C4)
#2) (35p.) Calculate the slopes "" and "c" in the frame shown in figure using “Slope-Deflection Equations". Do not solve the system. Do not draw any diagram. (E: Constant). ("A" is the fixed type of support and "C" is the pin). 20 kN/m 20 kN/m 12 D (1) B (1) ET 2m 30 KN + - 2 + Good Luck...
#2) Calculate the slopes "Og" and "c" in the frame shown in figure using "Slope-Deflection Equations”. Do not solve the system. Do not draw any diagram. (E: Constant). (“A” is the fixed type of support and “C” is the pin) 20 kN/m 20 kN/m D B (1) 30 KN (1) 2m 5m X X
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