ACI 318 08 Design of Retaining Wall with Counterfort

(4/41)

Description


References:

1- Chapter 12 of Reinforced Concrete Design, Design Theory and Examples by T. J. MacGinley_3rd Ed-2006-ISBN: 0415307961_BS8110 & EC2

2- Design and Detailing of Counterfort Retaining Wall Lecture Note

http://elearning.vtu.ac.in/P6/enotes/CV61/Des_Ret_Wal-MCN.pdf

which is part of Design and Drawing of RCC Structures - CV61 Lectures

http://elearning.vtu.ac.in/CV61.html 

3- Reliability Analysis of Counterfort Retaining Walls Paper (Electronic Journal of Structural Engineering 11(1) 2011)

http://www.ejse.org/Archives/Fulltext/2011/20115.pdf

4- Typical frictional resistances, Table L.1, Appendix L of Structural Foundation Designers' Manual by W. G. Curtin_2nd-2006-140513044X



Rev 1.0

Design Toe, Heel and stem slab according ACI 318-08

Design Counterfort as a beam according ACI 318-08


Calculation Reference
Design Counterfort as a beam according ACI 318-08

Design Toe, Heel and stem slab according ACI 318-08

Reinforced Concrete Design, Design Theory and Examples by T. J. MacGinley

Calculation Preview

16 Apr 2014
File Size 223.20 Kb
Downloads: 472
File Version: 1.0
File Author: Mohamed Abu Shady
File Rating (4/41)

 
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Comments: 8
aharriseng 5 LIB_BLACKSHEEP_YEARS_AGO
Do you have a US/Imperial unit program
pcwizz 5 LIB_BLACKSHEEP_YEARS_AGO
i want to try it
salloum1988 7 LIB_BLACKSHEEP_YEARS_AGO
nice
johndoyle-admin 10 LIB_BLACKSHEEP_YEARS_AGO
Mohamed Abu Shady has advised that the password for all his calculations is "12345"
m_ali_abushady 10 LIB_BLACKSHEEP_YEARS_AGO
All my sheet password is 12345.
m_ali_abushady 10 LIB_BLACKSHEEP_YEARS_AGO
Can we get the un-protection password so this spreadsheet can be modified to Imperial units?
Thanks
bm212 12 LIB_BLACKSHEEP_YEARS_AGO
Well done spreadsheet
It would be nice though to be able to switch between Metric and English units
johndoyle-admin 12 LIB_BLACKSHEEP_YEARS_AGO
Thank you abushady for your latest calculation. We are only too happy to give you a free lifetime subscription for your continued support.