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Finally, formulae are derived for the calculation of critical loads of the shells under symmetric and asymmetric loading conditions.
Finally, formulae for such fundamental characteristics of plastic deformation in the chip formation zone as the chip compression ratio, the shear angle, the shear strain, and strain rate are provided and discussed in terms of machining conditions.
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Finally, formulas were suggested for the calculation on the ultimate strength of the tapered CFDST stub column.
Finally, formulas are proposed to predict the bond strength of FSSCFST columns, and the proposed formulas give a more accurate prediction than the existing design codes.
Finally, formulas were proposed to predict the shear capacity of FSSCFST, and the predictions agreed well with the test results from this study and the literatures.
Finally, formulas for the calculation of the ultimate strength of concrete-filled steel tubular columns with the steel tubes subjected to pre-load are developed; such formulas should be suitable for incorporation into building codes.
Finally, formula 17 averaged 5.20 mg-P/kg and was significantly different from formulas 9, 10, 11 and 12.
Finally, formulas were created for each of the number sequences: ENS/GNS, aTNS, eTNS, or INS (or less advanced).
In the total population the estimated prevalence of CKD stages 3-5 showed up to 10 fold variability; the highest was with mCG (6.7%) followed by MDRD (4.4%), CKD-EPI (2.0%) and finally Rule formula (0.6%).
Finally simple formulae were predicted to estimate the different scour and deposition parameters.
Finally, simplified formulae for calculating the strength of CFST under local bearing forces was presented.
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