DelMonte, Guidubaldo, Mechanicorvm Liber

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        <body>
          <chap id="N1043F">
            <p id="id.2.1.17.5.0.0.0" type="main">
              <s id="id.2.1.17.5.1.9.0.c">
                <pb xlink:href="036/01/034.jpg"/>
              minor eſſet. </s>
              <s id="id.2.1.17.5.1.10.0">quod etiam patet; quia ſi
                <lb/>
              lineæ CL, & LS in vnam coinciderent
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              lineam, quod euenit in FCS; tunc linea
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              CF totum ſuſtineret pondus in F, im­
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              mobilemq; redderet: neq; vllam pror­
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              ſus grauitatem in circumferentia circu­
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              li haberet. </s>
              <s id="id.2.1.17.5.1.11.0">Idem ergo pondus propter
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              ſituum diuerſitatem grauius, leuiuſq; erit. </s>
              <s id="id.2.1.17.5.1.12.0">
                <lb/>
              non autem quia ratione ſitus interdum
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              maiorem re vera acquirat grauitatem,
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              interdum verò amittat, cùm eiuſdem ſit
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              ſemper grauitatis, vbicunque reperiatur;
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              ſed quia magis, minuſuè in circumferen­
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              tia grauitat, vt in D magis ſupra circum
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              ferentiam DA grauitat, quàm in L ſupra
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              circumferentiam LD. </s>
              <s id="id.2.1.17.5.1.12.0.a">hoc eſt, ſi pon
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              dus à circumferentiis, rectiſq; lineis ſu
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              ſtineatur; circumferentia AD magis ſu
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              ſtinebit pondus in D, quàm circumfe
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              rentia DL pondere exiſtente in
                <emph type="italics"/>
              L.
                <emph.end type="italics"/>
              mi
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              nus enim coadiuuat CD, quàm CL. </s>
              <s id="id.2.1.17.5.1.12.0.b">
                <lb/>
              Præterea quando pondus eſt in L, ſi eſ­
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                <figure id="id.036.01.034.1.jpg" place="text" xlink:href="036/01/034/1.jpg" number="20"/>
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              ſet omnino liberum, penituſq; ſolutum, deorſum per LS moueretur;
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              niſi à linea CL prohiberetur, quæ pondus in L vltra lineam LS per
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                <expan abbr="circumferentiã">circumferentiam</expan>
              LD moueri cogit; ipſumq; quodammodo impellit,
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              impellendoq; pondus partim ſuſtentabit. </s>
              <s id="id.2.1.17.5.1.13.0">niſi enim ſuſtineret, ipſiq;
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              reniteretur, deorſum per lineam LS moueretur, non autem per
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              circumferentiam LD. </s>
              <s id="N10DE3">ſimiliter CD ponderi in D renititur, cùm
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              illud per circumferentiam DA moueri cogat. </s>
              <s id="id.2.1.17.5.1.14.0">eodemq; modo
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              exiſtente pondere in A, linea CA pondus vltra lineam AS per
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              circumferentiam AO moueri compellet. </s>
              <s id="id.2.1.17.5.1.15.0">eſt enim angulus CAS
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              acutus; cùm angulus ACS ſit rectus. </s>
              <s id="id.2.1.17.5.1.16.0">lineæ igitur CA CD ali
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              qua ex parte, non tamen ex æquo ponderi renituntur. </s>
              <s id="id.2.1.17.5.1.17.0">& quotieſ
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              cunque angulus in circumferentia circuli à lineis à centro
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              mundi S, & centro C prodeuntibus, fuerit acutus; idem eue­
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              nire ſimiliter oſtendemus. </s>
              <s id="id.2.1.17.5.1.18.0">Quoniam autem mixtus angulus CLD </s>
            </p>
          </chap>
        </body>
      </text>
    </archimedes>
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