Stevin, Simon
,
Mathematicorum hypomnematum... : T. 4: De Statica : cum appendice et additamentis
,
1605
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*DE* H*YDROSTATICES ELEMENTIS*.
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<
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<
s
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xml:space
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">Diviſis 18 per 2 ſemiſſem lateris A B, quotus erit 9 hujus quadrati latus 3
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pro A E.</
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36 pedum inſidet, ejusq́ue ſupremum latus A B
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fig-527.01.135-01
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193
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6 pedum in aquæ ſummitate jaceat, unde per-
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pendicularis A E in planum per imum latus ho-
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rizonti parallelum ſit pedum 3.</
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eſt 12, qui per A E 3 diviſus exhibet A D 4 pedum.</
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obliquatum, ſuſtineat pondus molis aqueæ 36 pedum, latusq́ue ſummum A B
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in aquæ ſummitate conſtitutum ſit pedum 6, unde A E perpendicularis in la-
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tus imum, at A F perpendicularis in planum per
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imum latus horizonti parallelum ſit pedum 3.</
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quotoq́ue deinceps per A F 3, exibit tandem
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A E 4 pedum.</
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">Si A D primi exempli 3 pedibus cederet excederetvé, pondus quoque fun-
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do iſti innixum 18 pedibus aut cederet aut præſtaret, quod contra theſin dixiſſe
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abſurdum fuerit. </
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huic ſimillimè inſtituetur. </
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ti, & </
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">Ex quo perſpicitur, quæ ratio ſit factionis ubi ſummum latus ſub aqua deli-
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teſcit. </
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">etenim cum de toto aquæ pondere fundo inſidentis deducetur columna,
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cujus baſis ſit ipſum fundum, altitudo autem perpĕdicularis à ſummitate aquæ
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in fundi ſupremum latus. </
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latus in aquæ ſuperſicere conſiſteret. </
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pendicularis concludetur.</
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<
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">Et licet hinc, cùm recta ſupremo lateri parallela deſecabit fundi partem datus
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ſuſtinens pondus, invenire longitudinem perpendicularis à ſummo latere in
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parallelam dictam demiſſæ. </
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