Beam Design (AASHTO LRFD-2005)

triance · (This post was last modified: 02-12-2012, 12:37 AM by Dell_Brett.)

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 post was last modified: 01-06-2012, 09:32 AM by Dell_Brett.)

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 · 08-11-2010, 11:39 PM

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 · 08-12-2010, 04:42 AM

Yes fully bonded and mainly for post tension girder.

**Dell_Brett** · (This post was last modified: 02-12-2012, 02:57 PM by Administrator.)

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(Uploaded 06/jan/2012)

**Dell_Brett** · 02-12-2012, 12:49 AM

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Diquan · (This post was last modified: 01-20-2014, 04:47 PM by BennyP.)

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