Using the slope-deflection method, draw the bending moment diagram. Determine the moment at A. B 3m 4m 3m 20 KN/m 2EI 7771 EI 3EI D ZITTIT

Note: If you don't know the solution please leave it. Don't waste time.  For the simply supported beam below, determine the slopes at points A and C as well as the deflection at point B using the moment area method (assume EI is constant along the entire beam). Thank you

USE SLOPE DEFLECTIO METHOD. From the indeterminate frame shown, find the moment at C acting in M member CECE, in kNm. El is constant. 60 kN B 5 m A 45 kN/m 6 m 5m 4m

Determine the moments at the fixed supports A and B, then draw the bending moment for beam in Fig Q7. Assume joint B is a roller. EI is constant. Use Slope Deflection equation of beams. 25 kN 15 kN/m A AB 3 m 3 m 4 m Fig Q7

Analyze and determine the reactions for the frame shown using Slope-Deflection Method. The moment of inertia for span AB is twice that of span BC. 150 AN 45 N 3m 红

Solve the given problem in the image using SLOPE-DEFLECTION METHOD.

Please use the Moment Area Method in solving this problem.

Use black/Blue A continuous beam (El is constant) is loaded as shown and is to be analyzed using Slope Deflection Method. Illustrate Shear and Moment Diagrams. Also, determine the deflection at D. 6 m 30 kN/m 9 m 4m 10 kN

Moment Area Method Using the moment area method, determine the deflection y C  at point C. EI = constant for the whole beam.

USE SLOPE DEFLECTIO METHOD. From the indeterminate frame shown, find the moment at C acting in M member CE, CE, in kNm. EI is constant. 60 kN B 5 m 45 kN/m 6 m 5 m 4m E