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d by the load a ler support is p

d by the load a ler support is p

Structural Analysis
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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а. -1900 с. -600 b.-880 d. -920 15. Find the slope of the beam caused by the load at the point where the roller support is placed. 3820 a. 3205 C. 4E! 1715 b. 1455 d. 6EI 16. Find the deflection at the end if the roller support is removed from the beam. а. 38209 b. -35040 EI 34205 24010 d. C. 64E! 17. Compute for the flexural rigidity if E=80 GPa. b. 4.25x1011mm* с. 3.25х1010 mт" d.3.15x1013 тm" ³mm* a. 2.5x101'mm* 18. Compute for the slope of the beam at the roller support, in degrees. b. 0.412 d. 0.131 a. 0.210 c. 0.229
Transcribed Image Text:а. -1900 с. -600 b.-880 d. -920 15. Find the slope of the beam caused by the load at the point where the roller support is placed. 3820 a. 3205 C. 4E! 1715 b. 1455 d. 6EI 16. Find the deflection at the end if the roller support is removed from the beam. а. 38209 b. -35040 EI 34205 24010 d. C. 64E! 17. Compute for the flexural rigidity if E=80 GPa. b. 4.25x1011mm* с. 3.25х1010 mт" d.3.15x1013 тm" ³mm* a. 2.5x101'mm* 18. Compute for the slope of the beam at the roller support, in degrees. b. 0.412 d. 0.131 a. 0.210 c. 0.229
The 300mmx500mm beam loaded as shown carries a load, 80 The length of the beam is 7m. 13. Find the reaction at the roller support. a. 210 kN c. 82.5 kN b. 205 kN d. 245 kN 14. Find the moment, in kN, at the fixed end.
Transcribed Image Text:The 300mmx500mm beam loaded as shown carries a load, 80 The length of the beam is 7m. 13. Find the reaction at the roller support. a. 210 kN c. 82.5 kN b. 205 kN d. 245 kN 14. Find the moment, in kN, at the fixed end.
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