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.

[Image: Download.png]

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

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.

[Image: Download.png]

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

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.)

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

(Uploaded 06/jan/2012)

**Dell_Brett** · 02-12-2012, 12:49 AM

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

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

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

This post has been made by CivilEA Post-Generator v2.2.0

Possibly Related Threads…
Thread		Author	Replies	Views	Last Post
	AASHTO GeoTechnical Design of Pile	eng donny	3	12,350	02-05-2019, 09:59 AM Last Post: kowheng
	Prestress Concrete Girder Design by AASHTO LRFD 98	i_kabir	1	10,501	02-03-2019, 11:39 AM Last Post: kowheng
	Concrete: Box Culvert Design - AASHTO LRFD Bridge 2007 SI	ali akbar	1	12,120	07-01-2012, 01:43 PM Last Post: gulilero
	Steel Beam Design - Beam Selection Tables	usman	0	4,951	12-02-2010, 12:42 AM Last Post: usman
	AISC/LRFD 13 ED. STEEL HOLLOW SECTION DESIGN	robertsas	0	5,048	09-13-2010, 09:01 AM Last Post: robertsas