My yo GeneRnt TABLA 13.1 PROPIEDADES DE ESCUADRIA me ae | eo por me ex Y seem oy| ie bathe maton | “Greps | Pena |g evan eat (eee ea pea | ee cmt | cm) | cart | cm? | mm? fm | kgm | kg/m | kam 15x2 3x1 30-49-10" 06 07 000K 089 0.20 027 15x 4 34x20 Bo 804 og? Oss 80 am tex 65 3x3 99 82 108 «18 aa Gomme ter Os? ams 1Sx 9 Sua 195 ght 2022833 Ooms tab a8 Tat 15x14 axe 210 20 490 © 3952 aoa80 231 240 188 1Sxie 3x8 285 eA 902-8371 OOmBY ata 2a 288 15x24 34x10 380 17280 440 © 89D OOo 396 360 524 15x20 3ux12 438 Sos 202 81 109 OomeD a7s 438 Set 22 xy “So “13 “13 43'S coooet o4a 040 090 xa 3260 107 53 27 28 ooo oes oaD O72 x3 130 458 141 4343 oootgs 143 1.30117 x4 180 1715 270 6060 00s? 198 180 162 x6 280 4573 G53 93 93 coos? 308 280 252 XS 380 11402 1203 127 128 Qoos17 418 380 242 x10 480 23080 1920 160 160 Ooo 528 450 432 X12 580 40688 2603 193 193 O00778 638 580 522 x3 112n112 90 67 45 G7 145 Goole 099 090 Oat x4 1422 120 180 80 ©9060 000193 132 1.20 1.08 X65 112%3 195 686 211 146 975 0.00200 234 195 1.75 9 112x4 270 1822 405 © 202195 0007 207 270 243 4 1126 420 e860 980 315 71.0 OUR 462 420 378 19 1428 570 7147 105 427 8S 00074 6277 570 519 x24 112x190 720 34560 2880 540 380 DOME? 762 720 848 20 11/2412 870 60073 4205 652 435 GOIIG! 957 870 753 x2 160 213 107 243107 OOOeT 176 10 tae x2 260 915 782 «347173 O00RET 286 260 234 x4 300 2430 840 480-240 000517 326 3.00 324 X6 880 9146 1907 747 37.3 OOOT7a 1G 5.6 S04 x7 680 4074 115 sao 490 cOmD 7.25 X8 760 72863 2408 1013 507 GO10s1 335 X10 969 46080 3840 1280 840 aotZ 1058 X12 1160 81297 5608 1587 773 QO1S43 1276 x8 212x242250" 521 208 521 208 aomoL 275 X85 212x3 325 144 352 677 71 GOD 357 x9 212x4 450 9087 675 937 375 o.00se 405, x14 21/2x6 700 1493 1633 1458 583 Q0067 7.70 x68 2127 625 18717 2269 1719 687 OOT1Z 907 x19 2128 950 26579 3008 1979 791 aor291 1045 x24 212x10 1200 57600 4800 2500 1000 001612 1320 X20_ 212%12 aso 101e21 7008 3021 1208 0.01935 1595 65x65 3 x3 422 M487 457 1487 457 0.00580 484 Osx 9 3 x4 585 3949 8772080 634 OOO BAS G5x16 3 x6 910 14963 2123 3204. 988 GOTIE! 1091 Genie 3 x7 1072 24332 2049 5778 1162 OO1Z54 1130 65x19 3 x8 1285 GIES Wit 4348 19H 0.01SMa SSE 85x24 3 x10 1560 74980 240 5492 1090 0.01935 17:16 65x29 3 x12 18aS 132107 9111 6637. 2042 0.02329 2073 Ox 9 4 x4 B10 5467 1215 5467 1215 OON0s1 B91 9 x14 4 x8 1260 20580 7040 8505 1890 COTES 1396, 9 x165 4 x7 1455 61.1 4083 10024 2227 O0180 1633 9x19 4 x8 1710 5142 S415 11542 2505 0.02065 1831 2 x24 4 YO 2100 103680 "S640 14580 3240 O02 za76 8 x20 4 x42 2610 182018.12610 17617 3015 002096 28.71 13-2 BS suoracdet acuerdo de CartgonaTABLA 13.1, PROPIEDADES DE ESCUADRIA (Cont.) @ a] Peo por me He Y | masem | Grapo | niente] Area Ty. | 2, Pome! —a cmt _| om? | mm | i/o | em leg wx 6 Taxtes 6 wee 6 x28 8 X40 3900 161280 13440 G4Be0 Te 0.0970 3696 38.60 6 8 8 x8 1960 32013 4573 3201.3 497.3 002322 2156 19.60 x7 210 52408 6952 37730 539.0 aOZI09 2541 23.10 x0 2060 g00z2 8423 43447 70 0.03096 2028 26.50 4x29 X42 4060 284638 19623 6531.3 947.3 004646 48,68 40.60 19 x19 XS. 364.0 10860.1 1143.2 109601 11492 QO3705 3073 3610 19 x28 X10 4560 218880 10240 157180 14440 QO5161 50.16 4560 19x20 8 x12 5510 306159 2653.2 160759 17488 GOGI94 GOG1 55.10 x24 10X10 5760 276480 25040 276480 2040 O.0BK2e 63.96 57.60 ex 10 x12 GOED 48770 33640 304080 27840 0.07742 7656 60.60 29x79 12 X12 841.0 50940.1 40648 S8960.1 40648 0.00788 9251 84.10 Las eceorrias oom nogetarefieren tas seciones preferencisls, (1 Calculado con las cimonsiones comerclals. 1 mewo eibico =423,78 pis tabla. ie 708 parael Grupo e. TABLA 132 ESFUERZOS ADMISIBLES Y MODULO DE ELASTICIDAD PARA MADERAS DEL GRUPO ANDINO. Propicdades _ ale x ireonees 25,000 Focom 130,000 100,000 as 210 150 145 no fen 40 28 % 5 2 & 145 108 = Rroteatplanas ~ Bator = Bibtiowcas. ats e leotura = Sibtioeces, sechive = Colesios, avs = Coleios, talleres — Corredorespibicas ~ Escalera de viviondas ~_ Esealeras piblicas Tends, minorisias Tienda, mayoristas = vestidores = Vivien unifaiiares Manual de Diseiopare Madras del Grupe Andina v1.68 2078 2a98 3028 3a54 ma ‘S108 50 sia4 e264 7560 Caleuiado usando dimensiones reles, Peso especiticn 1.1 parael Grupa A, 1.Operae! Grupo 8 ‘90,000 100 6 8 ‘500 13-3