A) By using the slope-deflection method determine the moments at A, B, C and D and then draw the ...
please becareful with your handwrite, thats the third time i asked for this Question, also dont make it as PDF just normal pic will be ok Porttolio Problems Week 5 Portfolio Problems-Slope-Deflection Method Problem 1 a) By using the slope-deflection method determine the moments at A, B and C and then draw the moment and shear diagrams. Assume the support at B is a roller and A and C are fixed. b) Use SpaceGass to determine the moments at A,...
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)
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
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 3I TUATION 3.B 88 KN/m 5/ KN 41 KN/m 21-5 mD6m E 2I 5I SLOPE-DEFLECTON METHOD : DETERMINE THE REACTIONS AND MOMENTS,AND-、 DRAW-THE-SHEAR-AND-MOMENT DIAG RAM SO LUTİON
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
Q4: Using slope-deflection method, determine the reactions of the supports for the frame shown in Figure (4). Then draw shear and bending moment diagrams for the frame . E is constant 25% 5k/ E D 10 ft B-10k 5 ft ts -20 ft 51 -21 E = constant
asap Q4: Using slope-deflection method, determine the reactions of the supports for the frame shown in Figure (4). Then draw shear and bending moment diagrams for the frame. E is constant. 5k/ft E D 10 ft B-10k 5 ft -20 ft tsa -21 E = constant Fig. (4)
USE SLOPE DEFLECTION METHOD Problem 2. Solve the internal moments at the supports for the beam shown below using slope-deflection method. Take El as constant. 20 kN/m 80 KN 9 m 3 m