SIT. D: A simply supported beam 250 mm wide, 500 mm deep and spans 6 m supports aservice 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. ConcreteIcover to bar centroid is 70 mm.Determine the total factored load for ultimate strength design in kN/m.C. 23.4510.11.12.A. 19.52B. 25.20D. 21.06Determine the maximum ultimate moment in kN-m the beam must resist using loadcombination of NSCP 2015.A. 108.90B. 131.58C. 97.20D. 113.40Determine the required tensile steel ratio at ultimate stage.C. 0.007245D. 0.009821A. 0.007167B. 0.013710 13.14.15.Determine the required depth of concrete uniform compressive stress block in mm atultimate stage.C. 71.62D. 69.03Determine the required amount of tensile reinforcement in mm^2.A. 771B. 891A. 56.22B. 49.78C. 1048D. 435Determine the minimum amount of tensile reinforcement in mm^2 as per NSCP.A. 781C. 1048B. 891D. 363

Given:- The width of the beam = 250 mm The depth of the beam = 500 mm The length of the beam = 6 m…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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