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allowed amount arrangement assumed attached 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 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 morocco motion motor moving necessary operated overcome panel pinion Pipe pitch placed Plate position Pounds pressure produced rack railroad rails 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 velocity vertical wedges weight wheels wire
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