Chicago : Engineering and Contracting Pub. Co. · leaf 527
^m^rrri h i* i-v Fig 26—SectionWalls, Lock B of Proposed ChamberCumberland River. from A B E toward A C D E multiplied >>IS ft will give the varying pressures above thedam Likewise, the varying areas to the right „f a E multiplied hy 62.5 will jive the nigra pressures below the dam. I lie…
Buildings
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