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SITUATION: A simply supported beam having a span of 12m carries a uniform dead load of 7.3kN/m and a live load of 7.3kN/m in addition to a concentrated dead load of 22kN at midspan. The beam has a width of 350mm and an effective depth of 525mm. Total depth of the beam is 625mm. Take As = 3040mm², fc' = 27.6MPa 19. Determine the effective moment of inertia in x10^6 C. 3553 A. 3535 B. 3355 D. 5533 20. Determine the immediate deflection in mm. C. 53.95 D. 34.65 A. 54.23 B. 57.15

SITUATION: A simply supported beam having a span of 12m carries a uniform dead load of 7.3kN/m and a live load of 7.3kN/m in addition to a concentrated dead load of 22kN at midspan. The beam has a width of 350mm and an effective depth of 525mm. Total depth of the beam is 625mm. Take As = 3040mm², fc' = 27.6MPa 19. Determine the effective moment of inertia in x10^6 C. 3553 A. 3535 B. 3355 D. 5533 20. Determine the immediate deflection in mm. C. 53.95 D. 34.65 A. 54.23 B. 57.15

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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A simply supported beam having a span of 12m carries a uniform dead load of 7.3kN/m and a live load of 7.3kN/m in addition to a concentrated dead load of 22kN at midspan. The beam has a width of 350mm and an effective depth of 525mm. Total depth of the beam is 625mm. Take As = 3040mm2, fc’ = 27.6MPa

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SITUATION: A simply supported beam having a span of 12m carries a uniform dead load of 7.3kN/m and a live load of 7.3kN/m in addition to a concentrated dead load of 22kN at midspan. The beam has a width of 350mm and an effective depth of 525mm. Total depth of the beam is 625mm. Take As = 3040mm², fc' = 27.6MPa 19. Determine the effective moment of inertia in x10^6 C. 3553 D. 5533 20. Determine the immediate deflection in mm. C. 53.95 D. 34.65 A. 3535 B. 3355 A. 54.23 B. 57.15
Transcribed Image Text:SITUATION: A simply supported beam having a span of 12m carries a uniform dead load of 7.3kN/m and a live load of 7.3kN/m in addition to a concentrated dead load of 22kN at midspan. The beam has a width of 350mm and an effective depth of 525mm. Total depth of the beam is 625mm. Take As = 3040mm², fc' = 27.6MPa 19. Determine the effective moment of inertia in x10^6 C. 3553 D. 5533 20. Determine the immediate deflection in mm. C. 53.95 D. 34.65 A. 3535 B. 3355 A. 54.23 B. 57.15
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