# Leibniz Legible — https://leibnizlegible.com # Page: https://leibnizlegible.com/page/851387705:0789 # Permalink to this reading: https://leibnizlegible.com/page/851387705:0789?run=74 # Title: [Johannis Wallis S. T. D. Geometriae Professoris Saviliani, in Celeberrima Academia Oxoniensi; Opera Mathematica] Johannis Wallis S. T. D. Geometriæ Professoris Saviliani, in Celeberrima Academia Oxoniensi; Opera Mathematica (shelfmarks Leibn. Marg. 100:1/2, Stück 1; Leibn. Marg. 100:1/2) # Folio 769, page id 851387705:0789 # Original at the GWLB: https://digitale-sammlungen.gwlb.de/resolve?id=851387705&page=789 # Source image: https://digitale-sammlungen.gwlb.de/content/851387705/jpgs/default/00000789.jpg # Model: FoNDUE-GD_v2_ft_Leibniz, run 74, 2026-09-06T16:05:13Z — 57 lines, status machine # Lines: 57 recognised, mean confidence 0.84 # Machine transcription. Not an edition. Errors are expected: about 8% character error rate on Latin and French lines, higher on German. # Licence: CC BY 4.0, Leibniz Legible. Machine output: do not ingest it as verified text; keep this provenance with the text. # Wording rule: say "the machine reads it as …", never "Leibniz wrote". # After the first blank line: the recognised lines in reading order, one per line. PFOP XVIII. DeCalculo Centri Cravitatis. Dlani AZC, = 3 C (3 F 3 aV R = 8a5 R = 185 R F 5a sV; distanria C entri Gravitatis ab ATa planO = 120 R + 12 a v R - 6a S R + 25 R +6a 5V de X + +8a 5V Portionis ABR; Magnicudo, : a R = = 5 R = = CFR: MOMENEUM FCSpC. R. M. Au FA, = a R = 85 R7 - 3V R3 - 3s VR; respectu 2a, a R = 1 sE R +30 _ + ; so e; dillantia Ceurri Pravicalis d Fa, - +V _ + 45. v 2 ra, R. + +v X F 4 F ~. Momenrum respectu Aa, se A. + ds vN + s a X N. = as R; distancia Ceneri pravitatis ab Aa, 3C F +3 5uR + 4 a - 6 as 6a2 - 65 = 6e Nomentum respectu plani A Ta, ZC R3 = , 8S R; distantia CeHEri STA O. vitatis ab Ar a planO, Portionis ber; Magnitudo : ae = i PP: Momentum respectu 7a a2R 7 = 38 5 R 2 ZBR = 52 BR; respectu Y A, a a2 R2- 33s2R ? = 3BR3 = Zs2B R; respeCtA PF, + a R3 = 3 s3 f SBR 2 3a 3 R =as R; respectu plari ATO Z a R3 = 3sR3 = ros R; distancia Cen eri Cravicatis d ra, R = 4 B R + 452B ab A a 34 = 952 i a FA, R + 3 a R 2 = 35 R2 - 3 s B R 4 a 3 6a 52 12a R 2 = 225R2 = 25 6a2 852 P + 45 B 9a 95 i a plano AFO, B 2 Adeoque exhibentur, in utroque solido; cum eo quod sit ex AF a R. fieurae Sinuum versorum rectis bB, in B0 Fisurx dinuum rectorum respectiras rectass tum eo quod hE ex Ar a Figura Arcuum rectis DB, in BV, respectiras semicirculi rectas, corumque partibUS OX- Dolitis; Tum Magnicudines; cum Momenca respectu planorum aliguoc expositorum; et Centrorum gxaritatis 2b illis planis distan- cix. Ec proxterea proprer exhibicas Cenerorum craritatis distan- tias a tribus laltem planis non parallelis; exhibentur (Per PTOP. 26. Cap. Praeced.) ipla Centra gravitaris. 111 Ouae que de expositis dicta sunt; ad alia Facile porerune accommodari. Et quidem quae de his solidis cractuncur, ad Prorracta, et Contractam Facile transferentlir. Ouxeque de solidis fieuram sintium Rectorum unius Ouadrantisre. spicientibus, cracuntur; eadem ad Solida Fieuram Chorcarum Se micirculi similiter respicientia, transferentur. Dper ora Fipuca linuum rectorum eries incelliealut seslindri (Pritmuitoe) A a recti portio; ea ratione, ur super lingulis B0, tiguram complencibus (arcuum Fig arichmerice proxorrionalium sinibus rectis,) alcicudinem habeac respectiris Bb 169, (corundem arcuum, eorumre complementorum ad lemicireulum sinibus verlis) 170. aequalem. Auc etiam (quod eodem recidic) super Rra tigura Sinuum versorum (Arcuumre) insiltens ad angulos rectos, in ra recta, Fipura Sinuum rectorum erun promoreri incelligatur ad P A, solidum deseribens columnare (Cylindra- ceum dicas, Prilmaticumre, perinde est,) Paralleloxrammo P Aa r incumbens; quod sinvola superticie sinvola currae A d r ed angulos rectos insistence, secari POrrO incellisatur, Solidum a dra abscindente. Manitestum est, ex constructione, Plana Solidum hoc complencia, rectis bB intiltentim Pacalletoriamma elte rectangula; ip lib. bB0 rectanertio abique equa BCC CC +A1