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Beam Design (AASHTO LRFD-2005)
triance Offline
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#1
07-14-2010, 07:54 AM (This post was last modified: 02-12-2012, 01:37 AM by Dell_Brett. Edit Reason: )
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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triance Offline
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#2
08-08-2010, 06:00 AM (This post was last modified: 01-06-2012, 10:32 AM by Dell_Brett. Edit Reason: )
[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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essenza Offline
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#3
08-12-2010, 12:39 AM
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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triance Offline
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#4
08-12-2010, 05:42 AM
[Image: info.png]
Yes fully bonded and mainly for post tension girder.

Men Build too many walls not enough bridges.
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Dell_Brett Offline
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#5
01-06-2012, 10:38 AM (This post was last modified: 02-12-2012, 03:57 PM by Administrator. Edit Reason: )
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(Uploaded 06/jan/2012)
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#6
02-12-2012, 01:49 AM
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#7
01-20-2014, 04:39 PM (This post was last modified: 01-20-2014, 05:47 PM by BennyP. Edit Reason: )
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