Answered: USING THE SLOPE DEFLECTION METHOD, DRAW…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Determine the slope and deflection at C using the conjugate beam method. Show shear and bending moment diagrams between A and B is 5' feet and between B and C is 10' feet. E=29000ksi and I=140in^4
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.
Hi, please solve the problem on the attached image Thank you so much!
Problem 2 Determine the rotation and vertical displacement at the end A of the beam below using the method of virtual work. E = 29(10³) ksi, I = 170 inª. A 2 k/ft -10 ft- B -10 ft 10 k -10 ft с
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-
Using Area Method: a. Draw the shear and moment diagram b. Label the maximum values of shear and moment c. Locate points of inflection d. Sketch the deflected shape.
Find the slope and deflection at B and E of the beam and loadings shown using area-moment method with M/EI graph and tangential deviation graph. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. E=20GPa. (point B is not an internal hinge).
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
10. B 100kN 4m 3m AE= Constant A= 1500mm? E=200GPA a. Determine the force in each member uf the real and the virtual truss shown above. b. What is the nature of each internal force. c. Determine the vertical deflection of point C using the virtual work method. CS Scanned with CamScanner
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

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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