Weidler, Johann Friedrich, Jo. Friderici Weidleri Tractatus de machinis hydraulicis toto terrarum orbe maximis Marlyensi et Londinensi et aliis rarioribus similibus in quo mensurae prope ipsas machinas notatae describuntur, et de viribus earum luculenter disseritur

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          <pb o="58" file="0174" n="179" rhead="GEOMETRIA SVBTERRANEA."/>
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        <div xml:id="echoid-div114" type="section" level="1" n="82">
          <head xml:id="echoid-head101" xml:space="preserve">DEFINITIO XVII.</head>
          <p>
            <s xml:id="echoid-s2964" xml:space="preserve">57. </s>
            <s xml:id="echoid-s2965" xml:space="preserve">Reſolutio numerorum in fodinis inuentorum, (Reſol-
              <lb/>
            virung des Gruben-Zugs) nominatur artificium,
              <lb/>
            quo, pro hypotenuſis et angulis datis, perpendicula et baſes
              <lb/>
            quaeruntur, et una cum ſuis angulis in peculiari indice
              <lb/>
            ordinantur.</s>
            <s xml:id="echoid-s2966" xml:space="preserve"/>
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        <div xml:id="echoid-div115" type="section" level="1" n="83">
          <head xml:id="echoid-head102" xml:space="preserve">PROBLEMA V.</head>
          <p>
            <s xml:id="echoid-s2967" xml:space="preserve">58. </s>
            <s xml:id="echoid-s2968" xml:space="preserve">Reſolutionem numerorum modo explicatam rite peragere.</s>
            <s xml:id="echoid-s2969" xml:space="preserve"/>
          </p>
          <p>
            <s xml:id="echoid-s2970" xml:space="preserve">Reſolutio. </s>
            <s xml:id="echoid-s2971" xml:space="preserve">Quemadmodum exemplum hic pro-
              <lb/>
            poſitum docet, fiant claſſes titulis ſuis diſtinctae, et ex ta-
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            bulis perpendiculorum et baſium, eo modo quem ſupra
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            §. </s>
            <s xml:id="echoid-s2972" xml:space="preserve">48. </s>
            <s xml:id="echoid-s2973" xml:space="preserve">copioſius tradidi, pro hypotenuſis et angulis, iſta per-
              <lb/>
            pendicula et baſes quaerantur, et cum numeris reſponden-
              <lb/>
            tibus comparentur, inprimis uero perpendicula ſpecuum
              <lb/>
            cadentium et ſurgentium diſtinguantur, ita reſolutio quae-
              <lb/>
            ſita abſoluetur.</s>
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