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Given for the section shown in Figure,
M* = 250 kNm,
fsy = 500 MPa and
fc′ = 25 MPa.
Compute Ast and (if necessary) Asc. You may assume that each of Ast and Asc can be accommodated in a single layer (by bundled bars as necessary). And that f may be taken as 0.8.
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3-d figure of line ranger
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how to calculate loads acting on a simple supported beam of 220width by 425 depth #Minimum 100 words accepted#
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