Stress Testing At Conventional Block Foundations
N tt P tt M .y x max M tt .x max (3.25) i max n y i n c n c min c y 2 i 1 x 2 i 1 In which: N tt ; M tt x ; M tt y ; Q tt x ; Q tt y : Total force system about the center of gravity of the foundation bottom: + N tt N tt nF .h . 0 mm tb M M + tt tt x 0x M ...




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