Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 168
axis from inner edge of wall will be5-5^ X 2 + 1-5Y6 - 2) 2 -^y = 1-5 ft., which coincides with the outer edge of wall, and the section modulus will be STABILITY OF BUTTRESSES 153 „ _ (6 X 5-5^ - 4 X 4°) - 4 X 6 x 5-5 X 4 x 4(1-5^ ^^^ . .^ - 6(6 X 5-5^ - 4 X 4^) ^^■^*- Then the stresses will be T ±…
Building · Structural analysis (Engineering)
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