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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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