


![Step-a slope deflection equation MARS MFAB & QER (204 +88 + 35 ;) MAB- -15 + Ef [06] QA=0 [since fired 2 MBA = 154 EI QB 1:1)](http://img.homeworklib.com/questions/4639db70-d78f-11ea-bf4e-49f712410172.png?x-oss-process=image/resize,w_560)
![j) 19.BA + Moc -40 =0 15+ EI Of + (-41.67) + RED PROB+ oc] -40 5 EI OBT EDOC + 4 ET06 - 66167 5 EL OB + Z EIⓇC = 66.67 0 EMC](http://img.homeworklib.com/questions/4722ebe0-d78f-11ea-8404-6f7de607af5e.png?x-oss-process=image/resize,w_560)
#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 “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 "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 "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 (1) B (1) m 30 KN (1) m 2m X 5m + X 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 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 12 D (1) B (1) ET 2m 30 KN + - 2 + Good Luck...
#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)