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#2) (35p.) Calculate the slopes "s" 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...
#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) (35p.) Calculate the slopes "s" and "c" in the frame shown in figure using “Slope-Deflection...
#2) (35p.) Calculate the slopes "s" 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 kN/m 20 D (1) B (1) 2- 30 KN 2 2m 5m K X
#2) (35p.) Calculate the slopes “Os” and “c” in the frame shown in figure using “Slope-Deflection...
#2) (35p.) Calculate the slopes “Os” 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 (1) B (1) 2m 30 KN (1) Om X t 2m 5m X X X
#2) (35p.) Calculate the slopes "OB” and “Oc” in the frame shown in figure using “Slope-Deflection...
#2) (35p.) Calculate the slopes "OB” and “Oc” 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 (I) B (1) 2m 30 KN (I) מר | 2m 5m X X X
#2) (35p.) Calculate the slopes "OB” and “Oc” in the frame shown in figure using “Slope-Deflection...
#2) (35p.) Calculate the slopes "OB” and “Oc” 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 (I) B (1) 2m 30 KN (I) מר | 2m 5m X X X
#2) (35p.) Calculate the slopes "s" and "c" in the frame shown in figure using "Slope-Deflection...
#2) (35p.) Calculate the slopes "s" 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 B m 30 KN (1) * m 2m 5 * X
#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
#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
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
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 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) (35p.) Calculate the slopes "s" 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 kN/m 20 D (1) B (1) 2- 30 KN 2 2m 5m K X
#2) (35p.) Calculate the slopes “Os” 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 (1) B (1) 2m 30 KN (1) Om X t 2m 5m X X X
#2) (35p.) Calculate the slopes "OB” and “Oc” 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 (I) B (1) 2m 30 KN (I) מר | 2m 5m X X X
#2) (35p.) Calculate the slopes "OB” and “Oc” 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 (I) B (1) 2m 30 KN (I) מר | 2m 5m X X X
#2) (35p.) Calculate the slopes "s" 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 B m 30 KN (1) * m 2m 5 * X
#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
#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
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
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)
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