Vitruvius, M. Vitruvii ... de architectura libri decem, ad Augustum Caesarem accuratiß conscripti: & nunc primum in Germania qua potuit diligentia excusi, atq[ue] hinc inde schematibus non iniucundis exornati

Page concordance

< >
Scan Original
151 95
152 96
153 99
154 100
155 101
156 102
157 103
158 104
159 105
160 106
161 107
162 108
163 109
164 110
165 111
166 112
167 113
168 114
169 115
170 116
171 117
172 118
173 119
174 120
175 121
176 122
177 123
178 124
179 125
180 126
< >
page |< < (163) of 373 > >|
    <echo version="1.0RC">
      <text xml:lang="la" type="free">
        <div xml:id="echoid-div203" type="section" level="1" n="153">
          <p style="it">
            <s xml:id="echoid-s3052" xml:space="preserve">
              <pb o="163" file="0217" n="217" rhead="DE ARCHITEC. LIB. VI."/>
            o
              <unsure/>
            nera fuerint parictum aut columnarum, non poterunt habere perpetu-
              <lb/>
            am firmitatem: </s>
            <s xml:id="echoid-s3053" xml:space="preserve">præterea inter limina ſecundum pil{as} & </s>
            <s xml:id="echoid-s3054" xml:space="preserve">ant{as}, poſtes ſi
              <lb/>
            ſupponentur, erunt non uicioſæ. </s>
            <s xml:id="echoid-s3055" xml:space="preserve">Limina enim & </s>
            <s xml:id="echoid-s3056" xml:space="preserve">trabes ſtructuris cum
              <lb/>
            ſint oner atæ, medio ſpatio pandantes, frangunt ſub lyſi ſtructur{as}. </s>
            <s xml:id="echoid-s3057" xml:space="preserve">Cum
              <lb/>
            autem ſubiecti fuerint & </s>
            <s xml:id="echoid-s3058" xml:space="preserve">ſubcuneati poſtes, non patiuntur inſidere tra-
              <lb/>
            bes, ne c{as} lædere. </s>
            <s xml:id="echoid-s3059" xml:space="preserve">Item adminiſtr andum est, uti leuent on{us} parietum
              <lb/>
            fornicationes, cuneorũ diuiſioni b{us} & </s>
            <s xml:id="echoid-s3060" xml:space="preserve">ad centrum reſpondentes earum
              <lb/>
            concluſur æ. </s>
            <s xml:id="echoid-s3061" xml:space="preserve">Cum enim extra trabes, aut liminum capita arc{us} cuneis erũt
              <lb/>
            concluſi, primum non pandabit materies leuata onere: </s>
            <s xml:id="echoid-s3062" xml:space="preserve">deinde ſiquòd é
              <lb/>
            uetuſtate uitium cœperit, ſine molitione fulturarum faciliter mutabitur.
              <lb/>
            </s>
            <s xml:id="echoid-s3063" xml:space="preserve">Item{qúe} quæ pilatim aguntur ædificia, & </s>
            <s xml:id="echoid-s3064" xml:space="preserve">cuncorũ diuiſionib{us} coagmen-
              <lb/>
            tis ad centrum reſpondentib{us}, fornices concludunuur. </s>
            <s xml:id="echoid-s3065" xml:space="preserve">Extremæ pilæ in
              <lb/>
            his latipres ſpatio ſunt faciundæ, utiuires eæ habentes reſiſtere poßint,
              <lb/>
            cum cuneiab onerib{us} parietum preßi, per coagmenta ad centrum ſe præ
              <lb/>
            mentes extruderint incumb{as}. </s>
            <s xml:id="echoid-s3066" xml:space="preserve">Ita ſiangulares pilæ erunt ſpacioſis ma
              <lb/>
            gnitudinibZ{us} continendo cuneos, firmitatem operib{us} præſtabunt. </s>
            <s xml:id="echoid-s3067" xml:space="preserve">Cum in
              <lb/>
            his reb{us} animaduer ſum fuerit, utiea diligentia in his adhibeatur, non mi
              <lb/>
            n{us} etiam obſeruandum est, uti omnes ſtructuræ perpendiculoreſponde-
              <lb/>
            ant, ne habeant in ulla parte proclinationes. </s>
            <s xml:id="echoid-s3068" xml:space="preserve">Maxima autem eſſe debet
              <lb/>
            cur a ſubſtructionũ, quòd in his infinita uitia ſolet facere terræ congeſtio. </s>
            <s xml:id="echoid-s3069" xml:space="preserve">
              <lb/>
            Ea enim non poteſt eſſe ſemper uno pondere, quo ſolet eſſe per æſtatem,
              <lb/>
            ſed hybernis temporib{us} recipiendo ex imbrib{us} aquæ multitudinem cre
              <lb/>
            ſcens, & </s>
            <s xml:id="echoid-s3070" xml:space="preserve">pondere, & </s>
            <s xml:id="echoid-s3071" xml:space="preserve">amplitudine diſrumpit & </s>
            <s xml:id="echoid-s3072" xml:space="preserve">extrudit ſtructur arum
              <lb/>
            ſeptiones. </s>
            <s xml:id="echoid-s3073" xml:space="preserve">Ita ut huic uitio medeatur, ſic erit faciundum, uti primum pro
              <lb/>
            amplitudine cõgeſtionis craßitudo ſtructuræ conſtituatur, deinde in fron
              <lb/>
            tib{us} an terides ſiue eriſmæ ſint una ſtruantur, eæ{qúe} inter ſe diſtent tanto
              <lb/>
            ſpatio, quanto altitudo ſubſtructionis est futura, craßitudine eadem qua
              <lb/>
            ſubſtructio. </s>
            <s xml:id="echoid-s3074" xml:space="preserve">Procurrant autem abimo, per quam craßitudo conſtituta fue
              <lb/>
            rit ſubſtructionis, deinde contrahantur gradatim ita uti ſummam habe-
              <lb/>
            ant prominentiam quanta operis eſt craßitudo.</s>
            <s xml:id="echoid-s3075" xml:space="preserve"/>
          </p>
          <p style="it">
            <s xml:id="echoid-s3076" xml:space="preserve">Præterea introrſ{us} contra terrenum, uti dentes coniuncti muro ſer-
              <lb/>
            ratim ſtruantur, uti ſinguli dentes ab muro tantum diſcedant quanta alti
              <lb/>
            tudo futur a erit ſubſtructionis. </s>
            <s xml:id="echoid-s3077" xml:space="preserve">Craßitudinis autem habeant dẽtium ſtru
              <lb/>
            cturæ uti muri. </s>
            <s xml:id="echoid-s3078" xml:space="preserve">Item in extremis angulis cũreccſſum fuerit ab </s>
          </p>
        </div>
      </text>
    </echo>