The paper presents an unconventional method of determining joint diagrams for foundation bolted joints of heavy machinery and equipment, with bolts anchored in a concrete block using special polymer material EPY. It includes a continuation and development of the problems discussed in Part I, which shows the specificity of these joints that distinguishes them from conventional bolted joints. It also shows a way of determining a joint diagram for an assembly state of these joints. Part II of this elaboration is devoted to the determination of a joint diagram for the examined bolted joint under operating conditions. This joint diagram is different from that designated for the assembly state. It has been obtained on the basis of many separate numerical calculations, performed with ANSYS FEM system. A practical way of using this diagram is also shown, and finally conclusions of cognitive and practical meaning were formulated.
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