Bélidor, Bernard Forest de, La science des ingenieurs dans la conduite des travaux de fortification et d' architecture civile

Page concordance

< >
Scan Original
41 19
42 20
43 21
44 22
45 23
46 24
47 25
48 26
49
50
51
52 27
53 28
54 29
55 30
56 31
57 32
58 33
59 34
60 35
61 36
62 37
63 38
64 39
65 40
66 41
67 42
68 43
69 44
70 45
< >
page |< < (18) of 695 > >|
    <echo version="1.0RC">
      <text xml:lang="fr" type="free">
        <div xml:id="echoid-div46" type="section" level="1" n="32">
          <pb o="18" file="0040" n="40" rhead="LA SCIENCE DES INGENIEURS,"/>
        </div>
        <div xml:id="echoid-div48" type="section" level="1" n="33">
          <head xml:id="echoid-head42" style="it" xml:space="preserve">Remarque premiere.</head>
          <p>
            <s xml:id="echoid-s637" xml:space="preserve">20. </s>
            <s xml:id="echoid-s638" xml:space="preserve">L’on doit remarquer ici que de toutes les figures que l’on
              <lb/>
            peut donner à un profil de muraille qui a quelque pouſſée à ſoûte-
              <lb/>
            nir, il n’y en a point où il faille moins de maçonnerie que dans
              <lb/>
            celle qui eſt triangulaire, parce que le lévier CE, gagne par ſa
              <lb/>
            longueur ce que le poids G, a de moins provenant d’un triangle,
              <lb/>
              <note position="left" xlink:label="note-0040-01" xlink:href="note-0040-01a" xml:space="preserve">
                <emph style="sc">Fig</emph>
              . 15.</note>
            que s’il provenoit d’un paralellograme, ce que je vais démontrer.</s>
            <s xml:id="echoid-s639" xml:space="preserve"/>
          </p>
          <p>
            <s xml:id="echoid-s640" xml:space="preserve">Ayant le paralellograme rectangle AD, dont la hauteur ſoit
              <lb/>
            égale à celle du triangle précédent, & </s>
            <s xml:id="echoid-s641" xml:space="preserve">que la puiſſance qui
              <lb/>
              <note position="left" xlink:label="note-0040-02" xlink:href="note-0040-02a" xml:space="preserve">
                <emph style="sc">Fig</emph>
              . 10.</note>
            pouſſe de K, en C, ou tire de C, en G, ſelon une direction para-
              <lb/>
            lelle à l’horiſon, agiſſe avec la même force que celle du
              <lb/>
            triangle ABC, l’on ſait que pour avoir l’épaiſſeur BD, il faut
              <lb/>
            doubler la puiſſance K, & </s>
            <s xml:id="echoid-s642" xml:space="preserve">en extraire la racine quarrée, puiſqu’a-
              <note symbol="*" position="left" xlink:label="note-0040-03" xlink:href="note-0040-03a" xml:space="preserve">Art. 15.</note>
            près avoir fait les opérations ordinaires, il vient pour derniere
              <lb/>
            équation √2bf\x{0020} = y, & </s>
            <s xml:id="echoid-s643" xml:space="preserve">comme nous venons d’avoir √3bf\x{0020} = y pour
              <lb/>
            la baſe du triangle, l’on peut donc dire que la ſuperficie du profil
              <lb/>
            rectangle AD, ſera à celle du profil triangulaire, comme √2bf\x{0020} eſt
              <lb/>
            à la moitié de √3bf\x{0020}, puiſque ne prenant que la moitié de la baſe
              <lb/>
            du triangle, l’on peut regarder cette moitié comme la baſe du
              <lb/>
            rectangle égal au triangle, mais la moitié de √3bf\x{0020} eſt beaucoup
              <lb/>
            moindre que √2bf\x{0020}, & </s>
            <s xml:id="echoid-s644" xml:space="preserve">pour en être convaincu, il n’y a qu’à faire
              <lb/>
            un triangle rectangle & </s>
            <s xml:id="echoid-s645" xml:space="preserve">iſocelle ABC, & </s>
            <s xml:id="echoid-s646" xml:space="preserve">ſupoſer que chaque quarré
              <lb/>
              <note position="left" xlink:label="note-0040-04" xlink:href="note-0040-04a" xml:space="preserve">
                <emph style="sc">Fig</emph>
              . 14.</note>
            des côtés BA, & </s>
            <s xml:id="echoid-s647" xml:space="preserve">BC, eſt égal à bf, cela étant, l’hypotenuſe AC,
              <lb/>
            ou ce qui eſt la même choſe, √2bf\x{0020}, pourra être regardée comme
              <lb/>
            exprimant la baſe BD, du profil rectangle, & </s>
            <s xml:id="echoid-s648" xml:space="preserve">ſi l’on fait un autre
              <lb/>
            triangle rectangle ACD, dont le côté CD, ſoit égal à CB, l’hy-
              <lb/>
            potenuſe AD, exprimera la baſe AC, du profil triangulaire, & </s>
            <s xml:id="echoid-s649" xml:space="preserve">di-
              <lb/>
            viſant cette hypotenuſe en deux également au point E, ſa moitié
              <lb/>
            AE, ſera la baſe du paralellograme égal au triangle, ainſi la ſuper-
              <lb/>
            ficie du profil rectangle ſurpaſſera autant celle du profil triangulaire,
              <lb/>
            que la ligne AC, ſurpaſſe la moitié de la ligne AD, ce que l’on ne
              <lb/>
            peut pas exprimer en nombre bien exactement à cauſe des incom-
              <lb/>
            menſurables, cependant on peut dire que la maçonnerie du profil
              <lb/>
            triangulaire eſt à celle du profil rectangle, à peu-près comme 11.
              <lb/>
            </s>
            <s xml:id="echoid-s650" xml:space="preserve">à 18. </s>
            <s xml:id="echoid-s651" xml:space="preserve">ce qui fait voir qu’il y a plus d’un tiers moins dans le pre-
              <lb/>
            mier que dans le ſecond.</s>
            <s xml:id="echoid-s652" xml:space="preserve"/>
          </p>
          <p>
            <s xml:id="echoid-s653" xml:space="preserve">Il ne faut pas trouver étrange qu’on ſupoſe ici un profil triangu-
              <lb/>
            laire, nous ſavons bien qu’on ne fait pas de Mur qui ſoit terminé </s>
          </p>
        </div>
      </text>
    </echo>