Beam Design (AASHTO LRFD-2005) - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: Civil Engineering Resource (https://forum.civilea.com/forum-1.html) +--- Forum: Civil Engineering Documents (https://forum.civilea.com/forum-89.html) +---- Forum: Engineering Spreadsheet (https://forum.civilea.com/forum-43.html) +---- Thread: Beam Design (AASHTO LRFD-2005) (/thread-14060.html) |
Beam Design (AASHTO LRFD-2005) - triance - 07-14-2010 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. Code: *************************************** RE: Beam Design(AASHTO LRFD-2005) - triance - 08-08-2010 This is slightly modified than previous, Shear check added(Not Torsion). Please check and if you got any prob let me know. Code: *************************************** 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 Yes fully bonded and mainly for post tension girder. RE: Beam Design(AASHTO LRFD-2005) - Dell_Brett - 01-06-2012 Code: *************************************** RE: Beam Design (AASHTO LRFD-2005) - Dell_Brett - 02-12-2012 Code: *************************************** Code: *************************************** RE: Beam Design (AASHTO LRFD-2005) - Diquan - 01-20-2014 Code: *************************************** Code: *************************************** |