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SIT. D: A simply supported beam 250 mm wide, 500 mm deep and spans 6 m supports service super imposed dead load of 10 kN/m and service live load of 6 kN/m. Concrete strength f' = 21 MPa and steel yield strength fy = 415 MPa. Concrete cover to bar centroid is 70 mm. Determine the total factored load for ultimate strength design in kN/m. C. 23.45 D. 21.06 Determine the maximum ultimate moment in kN-m the beam must resist using load combination of NSCP 2015. A. 108.90 B. 131.58 10. 11. 12. A. 19.52 B. 25.20 C. 97.20 D. 113.40 Determine the required tensile steel ratio at ultimate stage. C. 0.007245 D. 0.009821 A. 0.007167 B. 0.0137108

SIT. D: A simply supported beam 250 mm wide, 500 mm deep and spans 6 m supports service super imposed dead load of 10 kN/m and service live load of 6 kN/m. Concrete strength f' = 21 MPa and steel yield strength fy = 415 MPa. Concrete cover to bar centroid is 70 mm. Determine the total factored load for ultimate strength design in kN/m. C. 23.45 D. 21.06 Determine the maximum ultimate moment in kN-m the beam must resist using load combination of NSCP 2015. A. 108.90 B. 131.58 10. 11. 12. A. 19.52 B. 25.20 C. 97.20 D. 113.40 Determine the required tensile steel ratio at ultimate stage. C. 0.007245 D. 0.009821 A. 0.007167 B. 0.0137108

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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SIT. D: A simply supported beam 250 mm wide, 500 mm deep and spans 6 m supports a service super imposed dead load of 10 kN/m and service live load of 6 kN/m. Concrete strength f' = 21 MPa and steel yield strength fy = 415 MPa. Concrete Icover to bar centroid is 70 mm. Determine the total factored load for ultimate strength design in kN/m. C. 23.45 10. 11. 12. A. 19.52 B. 25.20 D. 21.06 Determine the maximum ultimate moment in kN-m the beam must resist using load combination of NSCP 2015. A. 108.90 B. 131.58 C. 97.20 D. 113.40 Determine the required tensile steel ratio at ultimate stage. C. 0.007245 D. 0.009821 A. 0.007167 B. 0.013710
Transcribed Image Text:SIT. D: A simply supported beam 250 mm wide, 500 mm deep and spans 6 m supports a service super imposed dead load of 10 kN/m and service live load of 6 kN/m. Concrete strength f' = 21 MPa and steel yield strength fy = 415 MPa. Concrete Icover to bar centroid is 70 mm. Determine the total factored load for ultimate strength design in kN/m. C. 23.45 10. 11. 12. A. 19.52 B. 25.20 D. 21.06 Determine the maximum ultimate moment in kN-m the beam must resist using load combination of NSCP 2015. A. 108.90 B. 131.58 C. 97.20 D. 113.40 Determine the required tensile steel ratio at ultimate stage. C. 0.007245 D. 0.009821 A. 0.007167 B. 0.013710
13. 14. 15. Determine the required depth of concrete uniform compressive stress block in mm at ultimate stage. C. 71.62 D. 69.03 Determine the required amount of tensile reinforcement in mm^2. A. 771 B. 891 A. 56.22 B. 49.78 C. 1048 D. 435 Determine the minimum amount of tensile reinforcement in mm^2 as per NSCP. A. 781 C. 1048 B. 891 D. 363
Transcribed Image Text:13. 14. 15. Determine the required depth of concrete uniform compressive stress block in mm at ultimate stage. C. 71.62 D. 69.03 Determine the required amount of tensile reinforcement in mm^2. A. 771 B. 891 A. 56.22 B. 49.78 C. 1048 D. 435 Determine the minimum amount of tensile reinforcement in mm^2 as per NSCP. A. 781 C. 1048 B. 891 D. 363
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