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 mmo, d' = 65 mm. Present the following (a) actual steel ratio (d) c (g) type of failure (b) maximum steel ratio (e) check if steel yields (h) reduction factor (c) a (f) ɛ, steel (i) moment capacity

Steel Design (Activate Learning with these NEW titles from Engineering!)
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ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.2P
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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

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 mmo, d' = 65 mm. Present the following
(a) actual steel ratio
(d) c
(g) type of failure
(b) maximum steel ratio
(e) check if steel yields
(h) reduction factor
(c) a
(f) ɛ.
steel
(i) moment capacity
Transcribed Image Text: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 mmo, d' = 65 mm. Present the following (a) actual steel ratio (d) c (g) type of failure (b) maximum steel ratio (e) check if steel yields (h) reduction factor (c) a (f) ɛ. steel (i) moment capacity
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