Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 174
.1 #..M MasonryISO lbs per cub re … Ky -200- K - - - - - 62s- - - »H method will be as follows : taking the part down to line A the pressuresdue to the head of water will be in the form of a triangle, with a baseat A of 62-5 x 20 = 1250 lbs. The total pressure will then be —^ = 12,500 lbs. acting at right angles to back of wall…
Building · Structural analysis (Engineering)
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