3. A reinforced rectangular concrete beam having a width of 300 mm, effective depth of 500 mm, fc’ = 24 MPa, fy = 415 MPa, 4 - 28 mmɸ, d’ = 65 mm. Present the following (a) actual steel ratio (b) maximum steel ratio (c) a

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Chapter9: Composite Construction
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Problem 9.1.2P
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3. A reinforced rectangular concrete beam having a width of 300 mm, effective depth of
500 mm, fc’ = 24 MPa, fy = 415 MPa, 4 - 28 mmɸ, d’ = 65 mm. Present the following

(a) actual steel ratio

(b) maximum steel ratio

(c) a
(d) c

(e) check if steel yields

(f) ?steel
(g) type of failure

(h) reduction factor

(i) moment capacity

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