Beam Design (AASHTO LRFD-2005)

Beam Design (AASHTO LRFD-2005) - Printable Version

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Beam Design (AASHTO LRFD-2005) - triance - 07-14-2010

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.

[Image: Download.png]

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RE: Beam Design(AASHTO LRFD-2005) - triance - 08-08-2010

[Image: info.png]

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

[Image: Download.png]

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RE: Beam Design(AASHTO LRFD-2005) - essenza - 08-11-2010

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 :)

RE: Beam Design(AASHTO LRFD-2005) - triance - 08-12-2010

[Image: info.png]

Yes fully bonded and mainly for post tension girder.

RE: Beam Design(AASHTO LRFD-2005) - Dell_Brett - 01-06-2012

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(Uploaded 06/jan/2012)

RE: Beam Design (AASHTO LRFD-2005) - Dell_Brett - 02-12-2012

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RE: Beam Design (AASHTO LRFD-2005) - Diquan - 01-20-2014

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