![]() On the basis of the received results main features of task’s solving with application of “Microsoft Excel” software computational power are formulated. After that accurate definition of most appropriate warehouse objects’ locations is executed. Aggregative definition of distribution network’s structure and also structure of cargo flows between warehouses and contractors is performed. Analytical dependences of warehousing objects’ and transportation processes’ characteristics from warehouse network elements’ location are formed. Commercial service market in the area of goods’. Realization of method for forming of distribution warehouse network for industrial cluster’s enterprises within large population center is performed. Relevance of work is caused by existing problems in the area of organization of functioning for distribution warehouse networks as elements of supply networks for enterprises within industrial cluster. Sample results are shown in this paper for stiffness as a function of shape factor, including comparison with finite element predictions, and for selected displacement, stress, and strain distributions. ![]() ![]() The beam-column analysis requires at least two pads, thus necessitating a separate single-pad program. All equations have been programmed using Mathcad embedded in Excel for ease of use by the designer. For the two geometries in Part 2 the analysis is less detailed, and differences in the theory, if any, are noted. ![]() Part 1 includes equations for predicting beam-column action and buckling for quite general bearing geometries, loads and deformation modes, including tensile, shear and bending. methodology based on perturbation theory is used for spherical, flat and cylindrical bearings, and thus the theory was very detailed for only the spherical bearing in Part 1. reinforcements) used in the following bearing sizing computer programs for general three-dimensional loading: Flat (circular) Single Pad, Flat Multilayer, Partial Cylinder (single and multilayer), Complete Cylinder (single and multilayer). This analysis covers rigorous development of theoretical equations based on linear elasticity and the assumption of rigid shims (i.e. ![]()
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