Tank Construction Relating Principally to the Design Manufacture And Erection

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Pitch, should be quite sufficient to keep the sheeting always in contact with the stiffener for the purpose of preventing atmospheric moisture from finding its way between them and causing corrosion.
If it be objected that, since there are many tanks working satisfactorily with inside stiffeners, and with panel widths and liquid heads quite as large as those estimated in the foregoing examples for the plate thicknesses there stated, the weakening of the plate by the rivet-holes at the stiffener
...s must be negligible, there would still be a good reply. The weakening of the plate is undeniable, and the extent of the weakening cannot be otherwise than appre- ciable ; hence, either (or both) of two things must be happening in such tanks (i) a greater intensity of stress than 7*5 tons per sq. In. In the sheeting is being withstood, or (2) the sheeting is not acting as a continuous beam in the manner assumed, but is transmitting the pressures in some other way.
Now, it has been stated above that there is a wide scope for careful and thorough investigation, by some competent and dis- interested observer, into the question of tank sheeting, with the object of ascertaining, as precisely as may be, both the manner in which the pressures are actually transmitted by the sheeting, and the working stresses which may properly be permitted or, at least, allowed for in calculations in the material.


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