A Handy book for the Calculation of Strains in Girders And Similar Structures, And Their Strength : Consisting of Formulæ And Corresponding Diagrams, With Numerous Details for Practical Application, Etc. Etc.

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Hollow Circle .
i(>*F> b and V — external and internal breadths ; and h and A' — the external and internal heights or depths.
I, section alike above and below . J- ( 1 + -77 — r~r )• A = area of each table or flange ;"' A' = area of the connecting web.
1 54. The above values of j should be applied as' a test for tension in cases of braced arches, and also where the spau'dril Fig, fig. consists of columns ; for the line of pressures* is th«n in reality !l polygon, with the angles at the apices o
...n the rib. -(See fig. 59.) 154 A. When an Arched BrldBc consists of several unequal Spans, the neutral surfaces of aU*the ribs should be parts of the same figure-^ (generally arcs of the same circfe, or the sam« parabola).
* These values or$ are from Professor Bankine'g " Civil Engineerinf;.' 8DSPBNSI0K BRIDSES. 51 SnsPEHSiON Bridois.
ISS. ORDIHART SUSPENBION BSIDSB OP ONE BPAK, WITH A DNIPOBM HORIZONTAL LOAD.
Maih CHilss.— The curve .which the main chains will as3«m« will be very nisarly a parabola, liet IS = load on each chain per nnit of length ; I = length of span ; V = Tersine, or degfession of the chain ; f = angle which a tangent to the cliain at any point makes with a horizontal ; y — horizontal distance of em; point from the mid-span.


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