[triance]

Beam Design (AASHTO LRFD-2005)

I've just made an excel spreadsheet and want to share with you. You can check the ultimate moment capacity of a beam(rectangular or T, bonded prestress or non prestress or both). I,ve verified with an example of AASHTO.

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[triance]

This is slightly modified than previous, Shear check added(Not Torsion). Please check and if you got any prob let me know.

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[essenza]

HI all

It's very good but i believe the assumption is fully bonded as in case of pretensioning. Hope it can be extended to cover posttension too :)

[triance]

Yes fully bonded and mainly for post tension girder.

[Dell_Brett]

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(Uploaded 06/jan/2012)

[Dell_Brett]

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[Diquan]

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