Crack Software DownloadOasys Xdisp v19.209
· Settlement is calculated using a profile of Young\’s modulus with depth. The modulus can beconstant or vary linearly with depth for each soil layer. Non-linear stress/strain curves mayalso be specified.· Displacements and stresses can be calculated at several levels and at any location in plan.The location of the displacement/stress points is defined by means of displacement grids.These may be two-dimensional orthogonal grids, lines or points. The results from the gridscan be displayed graphically as contours .· Loaded areas can be defined as rectangles or circles. Pressures are applied uniformly.Areas can be superimposed and placed at any level. All loads are completely flexible i.e. noallowance is made for stiffness of the structures.· The base of the model is defined by...