Moment & Shear Strength Design of Rectangular RC beamslab According ACI318M‐08 Rev06.2 ,12-Apr-2014
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
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
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
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
Download
*