Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 175
ner the other divisions of the wall may be workedout and other points found, through which the curve of stability whenreservoir is full may be drawn. • i j • • Other calculations for shear are required in the practical desigmngof masonry dams, but these involve considerations rather beyond… … Fig 4Za Fig 475 Answer. 6 X 6 X 6 X 62-5 = 13,500 lbs. weight, \ X 62-5 X 6» X 6 X 4 + 13,800= 40,500 lbs. pressure, or the pressure is three times the weight. Q. 73. A storage tank is built in concrete 1 ft. below the surface of the ground.The external wall is 7 ft. high inside, 1 ft. thick at…
Building · Structural analysis (Engineering)
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