Baliani, Giovanni Battista, De motu naturali gravium solidorum, 1638

Page concordance

< >
Scan Original
41
42
43
< >
page |< < of 43 > >|
    <archimedes>
      <text>
        <body>
          <chap>
            <pb xlink:href="076/01/041.jpg"/>
            <p>
              <s id="s.000338">Quoniam notum est triangulum AEB, cum notus sit angu-
                <lb/>
              lus AEB aequalis alterno EDF inclinationis notae, & E
                <lb/>
              AB rectus ex constructione, & notum latus AB ex hypo-
                <lb/>
              tesi, notum erit etiam latus EB, & quia diuturnitas in pla-
                <lb/>
              no BD est eadem ac si motus antecedens esset per EB
                <arrow.to.target n="marg87"/>
              , EB,
                <lb/>
              & ED sunt in duplicata ratione diuturnitatum G, K ex con-
                <lb/>
              structione; unde a K deducta KL aequali G ex constructio-
                <lb/>
              ne, remanet LM diuturnitas BD. </s>
              <s id="s.000339">Quod, &c.
                <lb/>
              </s>
            </p>
            <p type="margin">
              <s id="s.000340">
                <margin.target id="marg87"/>
              Per 7.
                <lb/>
              post.
                <lb/>
              </s>
            </p>
            <p>
              <s id="s.000341">Inde sequitur quod summa diuturnitatum C, & LM, est diutur-
                <lb/>
              nitas totius ABD.
                <lb/>
              </s>
            </p>
            <p>
              <s id="s.000342">Eadem operatione pariter reperietur diuturnitas BD si BD
                <lb/>
              sit perpendicularis, & AB inclinata.
                <lb/>
              </s>
            </p>
            <p>
              <s id="s.000343">Item si ambo sint plana inclinata.
                <lb/>
              </s>
            </p>
            <p>
              <s id="s.000344">Ducta AD facile reperietur diuturnitas in ipsa si fiat ut ED
                <lb/>
              ad AD, ita K ad aliud per 21. hujus.
                <lb/>
              </s>
            </p>
          </chap>
        </body>
      </text>
    </archimedes>