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SITUATION III 800 kN The 300mmx500mm beam, 8 meters long is loaded as shown:P = 800 kN (at the midspan); 8. Find the reaction on roller support. a. 250.04 kN b. 205.67 kN c. 82.5 kN d. 233.53 kN 9. Find the slope at the roller support. 13415.74 1601 25 a. b. EL 14205 с. E! 19955 d. 64E! 10. Find the location of the maximum deflection from the roller support. a. 3.5788 m c. 2.5788 m b. 2.0567 m d. 2.3353 m

SITUATION III 800 kN The 300mmx500mm beam, 8 meters long is loaded as shown:P = 800 kN (at the midspan); 8. Find the reaction on roller support. a. 250.04 kN b. 205.67 kN c. 82.5 kN d. 233.53 kN 9. Find the slope at the roller support. 13415.74 1601 25 a. b. EL 14205 с. E! 19955 d. 64E! 10. Find the location of the maximum deflection from the roller support. a. 3.5788 m c. 2.5788 m b. 2.0567 m d. 2.3353 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter8: Influence Lines
Section: Chapter Questions
Problem 10P
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SITUATION III 800 kN The 300mmx500mm beam, 8 meters long 800 kN (at the midspan); is loaded as shown:P = 8. Find the reaction on roller support. a. 250.04 kN C. 82.5 kN b. 205.67 kN d. 233.53 kN 9. Find the slope at the roller support. 13415.74 -1601.25 a El 14205 E! 19955 d. С. 64EL 6E! 10. Find the location of the maximum deflection from the roller support. a. 3.5788 m c. 2.5788 m b. 2.0567 m d. 2.3353 m 11. Find the maximum deflection of the beam. 3820.39 a.- -3737.91 b. E! 19955 d. 6E! 34205 C. 64E! 12. Find the deflection of the beam at its midspan. -3737.91 b. 3820.39 a.- E! 19955 d. GE! 34205 C. 61E!
Transcribed Image Text:SITUATION III 800 kN The 300mmx500mm beam, 8 meters long 800 kN (at the midspan); is loaded as shown:P = 8. Find the reaction on roller support. a. 250.04 kN C. 82.5 kN b. 205.67 kN d. 233.53 kN 9. Find the slope at the roller support. 13415.74 -1601.25 a El 14205 E! 19955 d. С. 64EL 6E! 10. Find the location of the maximum deflection from the roller support. a. 3.5788 m c. 2.5788 m b. 2.0567 m d. 2.3353 m 11. Find the maximum deflection of the beam. 3820.39 a.- -3737.91 b. E! 19955 d. 6E! 34205 C. 64E! 12. Find the deflection of the beam at its midspan. -3737.91 b. 3820.39 a.- E! 19955 d. GE! 34205 C. 61E!
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