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.
The book 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. was written by author Humber, William, 1821-1881 Here you can read free online of 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. book, rate and share your impressions in comments. If you don't know what to write, just answer the question: Why is 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. a good or bad book?
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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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