Compute the design moment strength of the beam section describedbelow if fy = 420 MPa, fc’ = 21 MPa.d= 650 mmd’= 70 mmb = 450 mmAs’: 3-28mm dia. As: 4-36mm dia

Structural Analysis
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Chapter2: Loads On Structures
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Compute the design moment strength of the beam section describedbelow if

fy = 420 MPa,

fc’ = 21

MPa.d= 650

mmd’= 70

mmb = 450

mmAs’: 3-28mm dia.

As: 4-36mm dia

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