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- W1546835372 abstract "The yield line theory has proved to be quite accurate in determining the strength of reinforced concrete slabs. It has also been found to be more accurate than other methods for analysis of square footings. However, computations by the yield line theory involve some effort. Thus, curves have been included here for determining yield moments in square footings subjected to axial loads assuming soil pressures to be uniform as well as parabolic. These are intended as a design aid. Effect of parabolic soil pressure distribution on footing size and yield moment has also been considered. Design moments can be easily determined on the basis of yield line theory by using moment curves for uniform as well as parabolic soil pressure distributions. It is evident that for n 1 (rigid footing on cohesionless soil) footing area increases and moment reduces. In the latte case these changes are smaller than the former. Also percentage change in moment is much smaller than the change in footing size. (Author)" @default.
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- W1546835372 date "1979-11-01" @default.
- W1546835372 modified "2023-09-24" @default.
- W1546835372 title "Yield Line Analysis of Square Footings" @default.
- W1546835372 doi "https://doi.org/10.1061/ajgeb6.0000883" @default.
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