Civil Engineering Association

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

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More Files & Design Guide in same 4shared folder

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ACI 318-08 Rec Sec. Mx -Q-Torsion Design_Rev05 Excel Sheet

Size: 1.80 MB

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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

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Rev05

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ACI_318-08_Rec_Sec._Mx_-Q-Torsion_Design_Rev06_02-May-2013.xlsx

[Image: 64209505997353818339.png]

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

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ACI_318-08_Rec_Sec._Mx_-Q-Torsion_Design_Rev06_02-May-2013.xlsx

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Moment & Shear Strength Design of Rectangular RC beam/slab According ACI318M‐08 Rev06

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Moment & Shear Strength Design of Rectangular RC beam/slab According ACI318M‐08 Rev06.2 ,12-Apr-2014

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