in which the upper left part is filled in completely, i. e., the force applied at any point of the rock causes displacements at all points of contact of the dam with the rock.We will analyze Vogt's method from the standpoint of the new calculation scheme. Along the diagonal of the system of solving algebraic equations are terms which express the displacements of the calculated areas of the rock caused by generalized forces acting on this area. They are calculated by means of formulas which coincide with Vogt's formulas. These formulas contain the values of ~ = b~/a~, where a~ and bL are the real dimensions of the abutment of the calculated parts the rock canyon. The nondiagonal terms correspond to displacement caused by this force at other points of the contact surface.
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