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
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Using the Slope Deflection Method, Draw the Shear and Moment Diagram.
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- 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.Prob 01: Use method of virtual work and determine A. The displacement of point C of the beam made from steel. B. Slope at A of the beam made from steel. E = 29000 ksi, I 240 in* 12k 10 k B - 5 ft+S t- + Sft+5 ft-80KN 40KN D 入千 B. 5m 5m 5m 5m 1.51 a. Determine the member-end-moments and the support reactions the three-moment equation method. b. Draw the shear force and bending moment diagrams. c. Draw the deflected shape of continuous beam shown below. P. CS Scanned with CamScanner 9.
- 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 C120KN 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^4Determine 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 ENDWrite 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.