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T beam with a Flange in Tension

T beam with a Flange in Tension

T beam with a Flange in Tension

(OP)
Can any one explain this statement

RE: T beam with a Flange in Tension

Explain how? They're limiting the width of the flange that you can consider when it is in tension. Otherwise you'd have people trying to argue you get participation of bars 3 feet away from an 8" wide beam.

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