Beam Design (AASHTO LRFD-2005)
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Author: triance
Last Post: Diquan
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Beam Design (AASHTO LRFD-2005)
#1
Beam Design (AASHTO LRFD-2005)

[Image: info.png]
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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Men Build too many walls not enough bridges.
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#2
[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.



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Men Build too many walls not enough bridges.
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#3
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 :)

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#4
[Image: info.png]
Yes fully bonded and mainly for post tension girder.

Men Build too many walls not enough bridges.
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#5
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(Uploaded 06/jan/2012)
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#6
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#7
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Diquan
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