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allowed amount arrangement assumed average bearing boilers bracing bridge cables carried cast cent centre closed COEFFICIENTS connected considered CONTINUOUS cost cylinders dead load deflection determined diameter double draw Draw-spans driven drum electric engine equal face feet floor follows foot force formula four friction gears girder give given half heavy horizontal horse-power hydraulic in.-lbs increase Iron length less lever lift lights live load load machinery maximum means Mechanics minute moment morocco motion motor moving necessary operated overcome panel pinion pitch placed Plate position Pounds pressure produced rack railroad raised reactions rollers rope shaft shown shows side single span square inch Steam steel strain stresses supported swing TABLE teeth thrown tons tower track truss turn values vertical wedges weight wheels wire Ꮎ Ꮎ Ꮎ
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