Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 173
c.<!>g. r i _-i-_i -JfO- - *\ … empty the maximum stresses from the resultant of the earth pressure and • ui fiv. 11 -11 u ^^ + M 1750 . 1750 X 0-42 _ „„.„ . .„„weight of the wall will be-j^ F ~ ~W Ml y ¥) = 10733 lbs. per square foot compression at A, and 933 lbs. per square foot compression at B. Then combining this resultant…
Building · Structural analysis (Engineering)
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