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# Title: Leibniz-Handschriften zur Mathematik LH 35, 14, 2
# Folio 6r, page id 00068202:0011
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quippe demonstravimus alias
in extremis A et B
tractiones
erca hypomochlium C
circulandi fore
sunt fiant, vires e in composita ratione
rractionum, et e
per E B et dA
et perpindicularium ex Hypomodilio C in lineas
11
directiones Ad AE d BG ductarum. Videantur
mea ad posthuna termatus. Tractiones
autem oestimandae in ratione composita eeleritatum
et pondelum, quia hic vis mo mortuae ratio habenda
quod si ea methodus succedat unt liceat estimare
motum ex motu centa, et circulatione crta centrum
quasi hypomochlium Eicebit jam de inlegro
aliquo cornore sic ratiobiuam. sint sit corpu seu
punctorum A.BC
sumatur corpora et plurium corporum centru
ravitatis commune sumere et ita fingere
ise si plura sint puncta,  videndum an
eq res s nostra mechodo plima ex sola virim
et directionum consideratione, sit determinata
A. B. Cconnexa inter se et
sint tria puncta conantia velo cita aequalibus tactious
irectio et velolitus
e AL, BM, CN et  quaeratur primum m centri
gravitatis deinde talis circulatio ut summae belocitatum
et
quadratorum a velocitatibus in ipsorum punctorum massas ductorum
sint eaedem quae forent, si quod libet punctum sua directione seu
infinise inalvis) solicilationibus solio velocitilis non quadralo u es rs Bale
progrederetur
qvebitur solutio
Hoc tamen nonm, ru 
videndum au non idem obtineatur
methodo illa priore, ut dato motu debito ipsi cantro gravitatis
dinemum an non Et
vires  conatus circulanti ponantur esse ut normales in lineas birectio
num. Etsi id quidum non sufficiat ad ab soluta habendam crcalationis.
si pomamus pa si puncta ponantur esse infinita
velocitatem.
nihilo munue
corum centrum quavitatis serviet, et ex circulatio determinata
habevitur ex conscrratione virium, vel ex proportione normartum an
ane directionum. Sinialeu sit gara Tala quid in linea AB
B si interra esset figura e plana eadem esse L metrodue datur tamen com–
prndium ut  si van lines directionum sint eodem flano nam punctum
Do punctum D intelligetur grave in rationa rectae Fd quia cadit in
data figum aliqua  ad centum terra G tendente invenire lincam desconsus
linea
rertignis in B in rave recae EH
sen directionis totalis, sive punctum sustentationis