Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 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 Carrow_forwardCalculate the slope and deflection atB and E of the beam and loadings shown using conjugate beam method. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. Take E=20GPa. 1800 N-m B 200 N/m DO 2m + 2m + 2m +2m Earrow_forwardsolve 30-40 minutes hand written asap..i'll ratearrow_forward
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