. Journal of electricity, power, and gas . sccr/o// c-c. Stress Diagram of Multiple Arch Dam not approach near to that of a solid dam within theselimits, and that, too with safety factors unattainablein a solid dam. The weight on the buttresses is the weight of thewater due to its depth plus the weight of the part ofthe structure sustained, or is span x pressure + theresultant of the arch ring weight, all in similar Hume Lake dam is overstrong in all of its ele-mental parts, the greatest stress being in the middlearch ring near its base, where it is pounds persquare inch, or 13
. Journal of electricity, power, and gas . sccr/o// c-c. Stress Diagram of Multiple Arch Dam not approach near to that of a solid dam within theselimits, and that, too with safety factors unattainablein a solid dam. The weight on the buttresses is the weight of thewater due to its depth plus the weight of the part ofthe structure sustained, or is span x pressure + theresultant of the arch ring weight, all in similar Hume Lake dam is overstrong in all of its ele-mental parts, the greatest stress being in the middlearch ring near its base, where it is pounds persquare inch, or tons per square foot; consequentlythe weakest place in the dam is 100% overstrong,all the remainder more so. The present season has also been propitious infurnishing us with a test flood for the Hume Lake conveyance of the stresses set up by them to thefoundations is all the bump the mathematics get; theequable distribution and support of known loads wellwithin the known strength of the material used. In replying to the question of cost raised by Mr
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Keywords: ., bookcentury1800, bookdecade1890, bookidjo, booksubjectelectricity
