ACI 318-08 Rec Sec. Mx -Q-Torsion Design_Rev04 Excel File - 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: ACI 318-08 Rec Sec. Mx -Q-Torsion Design_Rev04 Excel File (/thread-26413.html) |
ACI 318-08 Rec Sec. Mx -Q-Torsion Design_Rev04 Excel File - bigone - 06-09-2011 ACI 318-08 Rec Sec. Mx -Q-Torsion Design_Rev04 Excel File Size: 1 MB
Excel file for Moment & Shear Strength(dirct sheer & Torsion) Design of Rectangular RC (beam or Slab) According ACI318M-08 Code: *************************************** DIRECT LINKS Code: *************************************** More Files & Design Guide in same 4shared folder Code: *************************************** Code: *************************************** RE: ACI 318-08 Rec Sec. Mx -Q-Torsion Design_Rev04 Excel File - bigone - 07-19-2011 Code: *************************************** Moderators Note: Thanks for the link, but you must pay the subscription to download the file. If you can not provide a link that allows a clean discharge, please not post such links ... RE: ACI 318-08 Rec Sec. Mx -Q-Torsion Design_Rev04 Excel File - bigone - 10-06-2011 ACI 318-08 Rec Sec. Mx -Q-Torsion Design_Rev05 Excel Sheet Size: 1.80 MB
[/align] Excel file for Moment & Shear Strength(dirct sheer & Torsion) Design of Rectangular RC (beam or Slab) According ACI318M-08
***For Revision historysee Revision history sheet DIRECT LINKS Code: *************************************** Rev05
Code: *************************************** Code: *************************************** RE: ACI 318-08 Rec Sec. Mx -Q-Torsion Design_Rev04 Excel File - bigone - 05-02-2013 ACI_318-08_Rec_Sec._Mx_-Q-Torsion_Design_Rev06_02-May-2013.xlsx REV 06: 1- adding row 66 which was removed by mistake in rev 05,this row show a message to change the cross-section for torsion,and have the following equation "=IF(D64<=G64,"Section Dimension is OK for tosion","Change Section Dimension for torsion")" 2- changing the text message in the following cells: G36, G37, G50, F61, B66 3-3- Rearranging the Stirrups claculation for shear and torsion, from row 69 to end the outter stirrups supports the torsion + part of shear forces the inner stirrups supports the rest of shear force 4- changing the calculation of stirrups RFT. To be Av/S & At/S , to be easy to compared with Etabs Value in row 51, 53, 67, 68 Code: *************************************** RE: ACI 318-08 Rec Sec. Mx -Q-Torsion Design_Rev04 Excel File - bigone - 06-17-2013 ACI_318-08_Rec_Sec._Mx_-Q-Torsion_Design_Rev06_02-May-2013.xlsx Code: *************************************** RE: ACI 318-08 Rec Sec. Mx -Q-Torsion Design_Rev04 Excel File - bigone - 01-13-2014 Moment & Shear Strength Design of Rectangular RC beam/slab According ACI318M‐08 Rev06 Code: *************************************** RE: ACI 318-08 Rec Sec. Mx -Q-Torsion Design_Rev04 Excel File - bigone - 04-26-2014 Moment & Shear Strength Design of Rectangular RC beam/slab According ACI318M‐08 Rev06.2 ,12-Apr-2014 Code: *************************************** |