A rectangular beam has a width 300 mm and an effective depth of 387.5 mm is reinforced with 4-25 mm øcorrugated bars. f’c= 24.13 MPa, fy= 413.7 MPa. a)Compute the balanced steel ratio b)Compute the tension reinforcement index c)Compute the nominal moment capacity of the beam
A rectangular beam has a width 300 mm and an effective depth of 387.5 mm is reinforced with 4-25 mm øcorrugated bars. f’c= 24.13 MPa, fy= 413.7 MPa. a)Compute the balanced steel ratio b)Compute the tension reinforcement index c)Compute the nominal moment capacity of the beam
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A rectangular beam has a width 300 mm and an effective depth of 387.5 mm is reinforced with 4-25 mm øcorrugated bars. f’c= 24.13 MPa, fy= 413.7 MPa.
a)Compute the balanced steel ratio
b)Compute the tension reinforcement index
c)Compute the nominal moment capacity of the beam
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