The elasticity and resistance of the materials of engineering (1915)
Burr, William H. (William Hubert), 1851-1934 · New York, John Wiley & Sons, inc.; [etc., etc.] · leaf 826
e same general assumptions are made as in the precedingcases, i.e., uniform condition ofbending stress throughout thesection of failure and uniformsupport along the edge of theplate. It is clear that the latterassumption is strictly correct forthe circular outline. Any diam-eter, as AB, may be… … 770 MISCELLANEOUS SUBJECTS. [Ch. XVI. AT 1 the distance -— from AB. The edge-supporting force orreaction, equal to the half load on the plate, has its centre 2T at the distance of — from AB. The moment about the TT latter diameter is, therefore, 2 \ TT 37r/ \ 3 / If h is the thickness of the plate,…
Strength of materials · Building materials
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![An illustration from Nicolai Copernici Torinensis De reuolutionibus orbium coelestium, libri VI : Habes in hoc opere iam recens nato, & aedito, studiose lector, motus stellarum, tam fixarum, quàm erraticarum, cum ex ueteribus, tum etiam ex recentibus obseruationibus restitutos: & nouis insuper ac admirabilibus hypothesibus ornatos. Habes etiam tabulas expeditissimas, ex quibus eosdem ad quoduis tempus quàm facillime caculare poteris. Igitur eme, lege, fruere. [Line in Greek] (1543)](https://img.insideoutlibrary.com/img/200/ia-nicolaicopernici00cope-217-133.webp)
