A rectangular beam has width 300 mm and effective depth of 450mm .The beam reinforced with four 028 bars in one layer. If fy= 414 MPa and fe = 27.6 MPa, what is the nominal and ultimate flexural strength, and what is the maximum moment that can be utilized in the design according to the ACI code?
A rectangular beam has width 300 mm and effective depth of 450mm .The beam reinforced with four 028 bars in one layer. If fy= 414 MPa and fe = 27.6 MPa, what is the nominal and ultimate flexural strength, and what is the maximum moment that can be utilized in the design according to the ACI code?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A rectangular beam has width 300 mm and effective depth of 450mm.The beam
reinforced with four D28 bars in one layer. If fy= 414 MPa and fe = 27.6 MPa, what is
the nominal and ultimate flexural strength, and what is the maximum moment that can
be utilized in the design according to the ACI code?
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