A 181:@0.925269:0.967627:0.943044:0.966558:0.943044:0.950778:0.925269:0.951847:0.000000:0.000000:0.000000:0.000000:0.000000
Para poder saber el esfuerzo que ciertos materiales ‒como, por :@0.108231:0.379533:0.599878:0.379533:0.599878:0.363036:0.108231:0.363036:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
ejemplo, la madera‒ soportan, hay que tomar en cuenta la direc-:@0.108231:0.396884:0.595757:0.396884:0.595757:0.380386:0.108231:0.380386:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
ción en la que es aplicada la fuerza. En este caso, la madera está :@0.108231:0.414235:0.599992:0.414235:0.599992:0.397737:0.108231:0.397737:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
compuesta por fibras y es mejor aplicar la fuerza en dirección de las :@0.108231:0.431586:0.599953:0.431586:0.599953:0.415088:0.108231:0.415088:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
fibras (Figura 5.9.).:@0.108231:0.448936:0.239119:0.448936:0.239119:0.432439:0.108231:0.432439:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
El :@0.108231:0.785830:0.124838:0.785830:0.124838:0.769332:0.108231:0.769332:0.000000:0.000000:0.000000
hormigón:@0.124626:0.786047:0.199510:0.786047:0.199510:0.769332:0.124626:0.769332:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
 es un material rígido que no permite una deformación :@0.199702:0.785830:0.599971:0.785830:0.599971:0.769332:0.199702:0.769332:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
excesiva; por ello, en el medio se le colocan varillas de acero, con :@0.108250:0.803181:0.599975:0.803181:0.599975:0.786683:0.108250:0.786683:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
lo cual se convierte en hormigón armado. Este es un material muy :@0.108250:0.820532:0.599980:0.820532:0.599980:0.804034:0.108250:0.804034:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
apropiado para recibir esfuerzos de tracción y compresión. En la :@0.108250:0.837882:0.599957:0.837882:0.599957:0.821385:0.108250:0.821385:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
construcción, el acero es uno de los materiales que más resistencia :@0.108250:0.855233:0.599938:0.855233:0.599938:0.838735:0.108250:0.838735:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
tiene a las deformaciones y compresiones, debido a su rango plás-:@0.108250:0.872584:0.595777:0.872584:0.595777:0.856086:0.108250:0.856086:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
tico alto.:@0.108250:0.889935:0.170901:0.889935:0.170901:0.873437:0.108250:0.873437:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
 Figura 5.8.:@0.118019:0.339338:0.169469:0.339338:0.169469:0.327861:0.118019:0.327861:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
 Figura 5.9.:@0.118019:0.749355:0.169469:0.749355:0.169469:0.737879:0.118019:0.737879:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
B:@0.460831:0.148886:0.469207:0.148886:0.469207:0.134289:0.460831:0.134289:0.000000
M:@0.320580:0.113769:0.333931:0.113769:0.333931:0.099172:0.320580:0.099172:0.000000
Límite elástico:@0.228009:0.161305:0.316581:0.161305:0.316581:0.146708:0.228009:0.146708:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
0:@0.142823:0.261852:0.150245:0.261852:0.150245:0.247255:0.142823:0.247255:0.000000
R:@0.206868:0.252447:0.215546:0.252447:0.215546:0.237850:0.206868:0.237850:0.000000
Reducción de área:@0.332095:0.269005:0.446296:0.269005:0.446296:0.254407:0.332095:0.254407:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
Zona :@0.157599:0.269005:0.193885:0.269005:0.193885:0.254407:0.157599:0.254407:0.000000:0.000000:0.000000:0.000000:0.000000
elástica:@0.152473:0.284092:0.199023:0.284092:0.199023:0.269495:0.152473:0.269495:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
Zona plástica:@0.290278:0.301896:0.374894:0.301896:0.374894:0.287298:0.290278:0.287298:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
Deformaciones :@0.477930:0.275227:0.575645:0.275227:0.575645:0.260630:0.477930:0.260630:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
unitarias:@0.498904:0.290315:0.554654:0.290315:0.554654:0.275717:0.498904:0.275717:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
(Extricción):@0.386294:0.287033:0.457442:0.287033:0.457442:0.272436:0.386294:0.272436:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
Esfuerzos unitarios:@0.151238:0.227204:0.151238:0.139910:0.131789:0.139910:0.131789:0.227204:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
0,1 0,2 0,3 0,4 0,5 6 x 10:@0.195868:0.713966:0.394401:0.713966:0.394401:0.699369:0.195868:0.699369:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
–1:@0.394392:0.708305:0.403915:0.708305:0.403915:0.699794:0.394392:0.699794:0.000000:0.000000
δ:@0.120774:0.512568:0.129150:0.512568:0.129150:0.496562:0.120774:0.496562:0.000000
 x 10:@0.129150:0.512429:0.158249:0.512429:0.158249:0.497832:0.129150:0.497832:0.000000:0.000000:0.000000:0.000000:0.000000
2:@0.158247:0.506768:0.162574:0.506768:0.162574:0.498258:0.158247:0.498258:0.000000
1:@0.154961:0.686773:0.162382:0.686773:0.162382:0.672176:0.154961:0.672176:0.000000
2:@0.154961:0.669925:0.162382:0.669925:0.162382:0.655328:0.154961:0.655328:0.000000
3:@0.154961:0.653077:0.162382:0.653077:0.162382:0.638480:0.154961:0.638480:0.000000
4:@0.154961:0.636230:0.162382:0.636230:0.162382:0.621632:0.154961:0.621632:0.000000
5:@0.154961:0.619382:0.162382:0.619382:0.162382:0.604784:0.154961:0.604784:0.000000
6:@0.154961:0.602534:0.162382:0.602534:0.162382:0.587937:0.154961:0.587937:0.000000
7:@0.154961:0.585686:0.162382:0.585686:0.162382:0.571089:0.154961:0.571089:0.000000
8:@0.154961:0.568838:0.162382:0.568838:0.162382:0.554241:0.154961:0.554241:0.000000
9:@0.154961:0.551990:0.162382:0.551990:0.162382:0.537393:0.154961:0.537393:0.000000
10:@0.151258:0.535143:0.166101:0.535143:0.166101:0.520545:0.151258:0.520545:0.000000:0.000000
0:@0.159986:0.712548:0.167408:0.712548:0.167408:0.697950:0.159986:0.697950:0.000000
compresión       (b):@0.233930:0.685782:0.351329:0.685782:0.351329:0.671185:0.233930:0.671185:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
compresión II (a):@0.267803:0.605541:0.374162:0.605541:0.374162:0.590944:0.267803:0.590944:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
tracción (c):@0.249593:0.539206:0.320707:0.539206:0.320707:0.524609:0.249593:0.524609:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
kg/cm:@0.167037:0.503725:0.206104:0.503725:0.206104:0.489128:0.167037:0.489128:0.000000:0.000000:0.000000:0.000000:0.000000
2:@0.206104:0.498071:0.210431:0.498071:0.210431:0.489561:0.206104:0.489561:0.000000
Diagrama esfuerzo‒deformación para :@0.341959:0.565601:0.583091:0.565601:0.583091:0.551003:0.341959:0.551003:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
maderas latifoliadas:@0.398700:0.574980:0.526334:0.574980:0.526334:0.560383:0.398700:0.560383:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
(a) Compresión paralela a las fibras:@0.366371:0.634489:0.555996:0.634489:0.555996:0.622136:0.366371:0.622136:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
(b) Compresión perpendicular a las fibras:@0.366371:0.647257:0.586460:0.647257:0.586460:0.634904:0.366371:0.634904:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
(c) Tracción paralela a las fibras:@0.366371:0.660025:0.535894:0.660025:0.535894:0.647672:0.366371:0.647672:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
Archivo editorial:@0.106045:0.322988:0.106045:0.276684:0.094577:0.276684:0.094577:0.322988:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
Archivo editorial:@0.106045:0.733001:0.106045:0.686697:0.094577:0.686697:0.094577:0.733001:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
Observa :@0.676493:0.418266:0.736737:0.418266:0.736737:0.403005:0.676493:0.403005:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
el siguiente :@0.736737:0.418068:0.812515:0.418068:0.812515:0.403005:0.736737:0.403005:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
video: :@0.638498:0.433910:0.680767:0.433910:0.680767:0.418847:0.638498:0.418847:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
lynk.ec/12f39:@0.680771:0.434077:0.762823:0.434077:0.762823:0.419480:0.680771:0.419480:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
Discútelo :@0.638503:0.457079:0.705979:0.457079:0.705979:0.441818:0.638503:0.441818:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
en la clase y :@0.705979:0.456881:0.786101:0.456881:0.786101:0.441818:0.705979:0.441818:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
res-:@0.786101:0.457079:0.810710:0.457079:0.810710:0.441818:0.786101:0.441818:0.000000:0.000000:0.000000:0.000000
ponde::@0.638503:0.472921:0.685592:0.472921:0.685592:0.457660:0.638503:0.457660:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
 ¿dónde colocarías más :@0.685592:0.472723:0.839731:0.472723:0.839731:0.457660:0.685592:0.457660:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
hierro al construir una viga: en :@0.638503:0.488565:0.837128:0.488565:0.837128:0.473502:0.638503:0.473502:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
la parte inferior o superior de la :@0.638503:0.504407:0.845184:0.504407:0.845184:0.489344:0.638503:0.489344:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
viga, considerando la tracción  :@0.638503:0.520249:0.838482:0.520249:0.838482:0.505186:0.638503:0.505186:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
y compresión?:@0.638503:0.536091:0.732045:0.536091:0.732045:0.521028:0.638503:0.521028:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
Competencia digital:@0.672933:0.391453:0.835621:0.391453:0.835621:0.373770:0.672933:0.373770:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
hormigón. :@0.676493:0.117667:0.750387:0.117667:0.750387:0.102406:0.676493:0.102406:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
Mezcla de ce-:@0.750387:0.117469:0.840043:0.117469:0.840043:0.102406:0.750387:0.102406:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
mento, arena, piedra y agua. Se :@0.638498:0.133311:0.841978:0.133311:0.841978:0.118248:0.638498:0.118248:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
usa en la construcción, ya que, :@0.638498:0.149153:0.838425:0.149153:0.838425:0.134090:0.638498:0.134090:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
al secarse, toma una contextura :@0.638498:0.164995:0.847501:0.164995:0.847501:0.149932:0.638498:0.149932:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
que posee gran resistencia a la :@0.638498:0.180837:0.837160:0.180837:0.837160:0.165774:0.638498:0.165774:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
compresibilidad.:@0.638498:0.196679:0.745023:0.196679:0.745023:0.181616:0.638498:0.181616:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
Glosario:@0.689553:0.091567:0.757018:0.091567:0.757018:0.073884:0.689553:0.073884:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000
 ©:@0.079553:0.731952:0.079553:0.720342:0.061505:0.720342:0.061505:0.731952:0.000000:0.000000
maya:@0.080774:0.720340:0.080774:0.684191:0.055786:0.684191:0.055786:0.720340:0.000000:0.000000:0.000000:0.000000
®EDUCACIÓN – Libro resuelto solo para fines didácticos – Prohibida su reproducción :@0.079553:0.684191:0.079553:0.268044:0.061505:0.268044:0.061505:0.684191:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000:0.000000