Analysis of Doubly Reinforced Beams Problem 1. Compute the flexural strength of the beam shown. For concrete, fc' = 20.70 MPa and for steel, fy = 276 MPa. a. b = 200 mm d = 350 mm As 4 16 mm Ø As' 2-16 mm Ø b. b 200 mm d = 350 mm As As' c. b 200 mm 4-36 mm Ø 2-36 mm Ø d = 350 mm As 6-36 mm Ø As' = 6-36 mm Ø

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Analysis of Doubly Reinforced Beams
Problem 1. Compute the flexural strength of the beam shown. For concrete, fc' = 20.70
MPa and for steel, fy = 276 MPa.
a. b = 200 mm
d = 350 mm
As
As'
b. b 200 mm
4 16 mm Ø
216 mm Ø
d = 350 mm
As 436 mm Ø
As' 2-36 mm Ø
c. b = 200 mm
d = 350 mm
As = 6-36 mm Ø
As' 6-36 mm Ø
Transcribed Image Text:Analysis of Doubly Reinforced Beams Problem 1. Compute the flexural strength of the beam shown. For concrete, fc' = 20.70 MPa and for steel, fy = 276 MPa. a. b = 200 mm d = 350 mm As As' b. b 200 mm 4 16 mm Ø 216 mm Ø d = 350 mm As 436 mm Ø As' 2-36 mm Ø c. b = 200 mm d = 350 mm As = 6-36 mm Ø As' 6-36 mm Ø
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