USING THE SLOPE DEFLECTION METHOD, DRAW THE SHEAR AND MOMENT DIAGRAM 7KN/M 20KN 4 3m 6M 8m 9KN/M Im 3KN EI = CONSTANT B 3KN 3M 1M 2m 6m D

Using the slope-deflection method, draw the bending moment diagram. Determine the moment at A. B 3m 4m 3m 20 KN/m 2EI 7711 EI 3EI D 777777

Use moment area method

Please do it on priority

Determine the slope and displacement at the end C of the beam. El is constant. Use the Double Integration Method. (A) A 3,937.5 k- ft²2 /El and 50,625 k- ft³ /EI B 4,937.5 k- ft² /El and 40,625 k- ft³ /EI 5,937.5 k- f1² /El and 30,625 k- fr³ /El D 6,937.5 k- ft² /El and 20,625 k- ft³ /EI 30 ft B 15 ft- 15 k C

120KN 120KN D А B 5m 3m 15m FIND THE TOTAL DISPLACEMENT AND SLOPE AT JOINT C AND JOINT B USING THE VIRTUAL WORK METHOD. NOTE THAT THE BEAM HAS A SELF WEIGHT OF 5KN/m IN ADDITION TO THE LOADS. I=1800x10^6 mm^4

Determine the slope and deflection at point C of the steel beam using virtual work method. E = 200 GPa & I = 250x106 mm4

Solve this problem using a.) Virtual Work Method b.) Moment Area method .  provide readable complete solution Determine the slope at point C of the beam in the figure. E = 200 GPa, I = 6(106) mm4.

A IS AT THE FIXED SUPPORT point B is 6 meters from left support, point C is 9 meters from left support . D AT THE END

Write shear and moment equations for the entire beam. Draw the shear and moment diagram. Draw the Qualitative Sketch of Deflected Shape.  Using Double Intergration find the slope and deflection at point C. Using moment area method find the slope and deflection at point B.