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Given the figure below, assume that the E-200 GPa and I = 60x10 mm. Determine the following. A B FL 8kN C↓ 10m 10. Determine the deviation of C with respect to a tangent at A. a 155.33mm b. 125.67mm c. 220.33mm d. 166.67mm 11. Determine the slope at A. a. 5.56x10 b. 6.55x10 c. 6.65x10 d. 5.65x10 b. 100mm d. 113.33mm 12. Determine the displacement at C. a. 83.33mm c. 92.5mm

Given the figure below, assume that the E-200 GPa and I = 60x10 mm. Determine the following. A B FL 8kN C↓ 10m 10. Determine the deviation of C with respect to a tangent at A. a 155.33mm b. 125.67mm c. 220.33mm d. 166.67mm 11. Determine the slope at A. a. 5.56x10 b. 6.55x10 c. 6.65x10 d. 5.65x10 b. 100mm d. 113.33mm 12. Determine the displacement at C. a. 83.33mm c. 92.5mm

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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SITUATION IV: Given the figure below, assume that the E= 200 GPa and I = 60x10 mm. Determine the following. A B 10m 5m 10. Determine the deviation of C with respect to a tangent at A. a 155.33mm b. 125.67mm c. 220.33mm d. 166.67mm 11. Determine the slope at A. a. 5.56x10 b. 6.55x10 c. 6.65x10 d. 5.65x10 a. 91.25N c. 76.5N 14. Determine a. 65N-m c. 6N-m 12. Determine the displacement at C. a. 83.33mm c. 92.5mm SITUATION V: Given the cantilever beam shown, assume that the El is constant. Determine the following. 300N-m, constant a. 40/EI c. 75/EI b. 100mm d. 113.33mm 8kN C 2m 2m 13. Determine the value of P that will cause a zero deflection at A b. 101.35N d. 84.38N the moment at C. b. 37.5N-m d. 105.4N-m 15. Determine the angle of rotation at A. Assume that the El is b. 35/El d. 50/El SITUATION VI: The beam shown carries a concentrated load of 8kN at point C and has a span of 10m. Assume that the El is constant throughout the beam. b. 12kN d. 16kN ADI 8kN C↓ 5m BO 5m 16. Determine the reaction at B so that AB will remain horizontal. a. 20kN b. 24kN d. 30kN c. 35kN 17. Determine the vertical reaction at A a. 27kN c. 22kN 18. Determine the moment at A b. a. c. 70kN-m 95kN-m d. 20kN-m SITUATION VII: A cantilever beam having a span of 10m carries a concentrated load of 20kN at midspan. Assume E = 200,000 MPa and lxx = 60x10º mm 20KN 5m BY 5m 19. Determine the slope of free end. a. 0.04444 b. 0.03055 c. 0.05255 d. 0.02083 20. Determine the deflection at the free end. a. 173.61mm b. 155.09mm c. 110.25mm d. 126.45mm 21. Determine the deflection at the midspan. a. 69.44mm b. 75.42mm c. 59.72mm d. 82.36mm SITUATION VIII: For the given loads in the beam shown. A 3m h=60000cm lz-3000cm E-20000 kN/cm² 22. Determine the slope at B a. 0.00555rad b. 0.00225rad c.0.00334rad d. 0.00336rad 23. Determine the slope at C a. 0.00465rad b.0.00256rad c. 0.00375rad d. 0.00455rad 24. Determine the deflection at B a. 0.375cm b. 0.5cm c. 0.495cm 25. a. 2.32cm c. 0.95cm termine d. 0.655cm C 20kN C b. 1.89cm d. 1.35cm deflection at C.
Transcribed Image Text:SITUATION IV: Given the figure below, assume that the E= 200 GPa and I = 60x10 mm. Determine the following. A B 10m 5m 10. Determine the deviation of C with respect to a tangent at A. a 155.33mm b. 125.67mm c. 220.33mm d. 166.67mm 11. Determine the slope at A. a. 5.56x10 b. 6.55x10 c. 6.65x10 d. 5.65x10 a. 91.25N c. 76.5N 14. Determine a. 65N-m c. 6N-m 12. Determine the displacement at C. a. 83.33mm c. 92.5mm SITUATION V: Given the cantilever beam shown, assume that the El is constant. Determine the following. 300N-m, constant a. 40/EI c. 75/EI b. 100mm d. 113.33mm 8kN C 2m 2m 13. Determine the value of P that will cause a zero deflection at A b. 101.35N d. 84.38N the moment at C. b. 37.5N-m d. 105.4N-m 15. Determine the angle of rotation at A. Assume that the El is b. 35/El d. 50/El SITUATION VI: The beam shown carries a concentrated load of 8kN at point C and has a span of 10m. Assume that the El is constant throughout the beam. b. 12kN d. 16kN ADI 8kN C↓ 5m BO 5m 16. Determine the reaction at B so that AB will remain horizontal. a. 20kN b. 24kN d. 30kN c. 35kN 17. Determine the vertical reaction at A a. 27kN c. 22kN 18. Determine the moment at A b. a. c. 70kN-m 95kN-m d. 20kN-m SITUATION VII: A cantilever beam having a span of 10m carries a concentrated load of 20kN at midspan. Assume E = 200,000 MPa and lxx = 60x10º mm 20KN 5m BY 5m 19. Determine the slope of free end. a. 0.04444 b. 0.03055 c. 0.05255 d. 0.02083 20. Determine the deflection at the free end. a. 173.61mm b. 155.09mm c. 110.25mm d. 126.45mm 21. Determine the deflection at the midspan. a. 69.44mm b. 75.42mm c. 59.72mm d. 82.36mm SITUATION VIII: For the given loads in the beam shown. A 3m h=60000cm lz-3000cm E-20000 kN/cm² 22. Determine the slope at B a. 0.00555rad b. 0.00225rad c.0.00334rad d. 0.00336rad 23. Determine the slope at C a. 0.00465rad b.0.00256rad c. 0.00375rad d. 0.00455rad 24. Determine the deflection at B a. 0.375cm b. 0.5cm c. 0.495cm 25. a. 2.32cm c. 0.95cm termine d. 0.655cm C 20kN C b. 1.89cm d. 1.35cm deflection at C.
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