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2Ø12Mc331 a=1.19 2Ø12Mc330 a=12.00 9Ø12Mc329 a=7.84 9Ø12Mc328 a=1.98 2Ø12Mc327
a=2.58 5Ø12Mc326 a=4.05 2Ø12Mc325 a=1.55 14Ø12Mc324 a=8.24 1Ø12Mc323 a=2.64 28Ø12Mc322 a=1.58 2Ø12Mc321 a=2.81 2Ø12Mc320 a=1.91 2Ø12Mc319 a=2.60 2Ø12Mc318 a=6.62 2Ø12Mc311 a=10.60 8Ø16Mc317 a=4.40 2Ø12Mc316 a=5.72 2Ø12Mc311 a=10.60 2Ø12Mc310 a=7.77 2Ø12Mc315 a=10.65 7Ø12Mc314 a=5.59 7Ø12Mc313 a=1.55 2Ø12Mc312 a=9.57 2Ø12Mc311 a=10.60 4Ø12Mc310 a=7.77 4Ø12Mc309 a=11.03 10Ø12Mc308 a=2.40 14Ø12Mc307 a=2.75 13Ø12Mc306 a=2.95 10Ø12Mc305 a=2.55 4Ø12Mc304 a=3.00 28Ø12Mc303 a=2.30 2Ø12Mc302 a=1.10 21Ø12Mc301 a=2.90 A B C D 1 2 3 4 5 A C 3Ø12Mc419 a=7.84 3Ø12Mc418 a=8.24 3Ø14Mc417 a=2.50 3Ø14Mc416 a=2.90 3Ø14Mc416 a=2.90 3Ø12Mc415 a=5.59 9EØ10Mc414 13EØ10Mc414 13EØ10Mc414 2Ø12Mc412 a=0.60 2Ø12Mc409 a=0.95 3Ø12Mc410 a=2.30 3Ø12Mc401 a=1.10 2Ø12Mc412 a=0.60 2Ø12Mc409 a=0.95 3Ø12Mc410 a=2.30 3Ø12Mc401 a=1.10 51EØ10Mc406 2Ø12Mc409 a=0.95 3Ø12Mc407 a=1.55 31EØ10Mc406 3Ø14Mc435 a=2.80 3Ø18Mc405 a=4.40 3Ø14Mc434 a=2.55 3Ø18Mc405 a=4.40 3Ø14Mc434 a=2.55 3Ø14Mc403 a=3.00 3Ø12Mc433 a=6.62 3Ø12Mc426 a=10.60 3Ø12Mc432 a=7.65 3Ø12Mc431 a=9.57 3Ø12Mc431 a=9.57 3Ø12Mc430 a=10.66 3Ø12Mc426 a=10.60 3Ø12Mc429 a=9.63 3Ø12Mc428 a=7.77 3Ø12Mc427 a=11.03 3Ø12Mc426 a=10.60 3Ø12Mc425 a=8.20 13EØ10Mc414 3EØ10Mc406 2Ø12Mc424 a=0.65 2Ø12Mc409 a=0.95 2Ø12Mc423 a=0.90 3Ø12Mc402 a=5.57 3Ø12Mc422 a=2.40 3Ø12Mc421 a=2.75 3Ø12Mc420 a=2.95 120EØ10Mc406 3EØ10Mc406 2Ø12Mc409 a=0.95 2Ø12Mc423 a=0.90 3Ø12Mc402 a=5.57 3Ø12Mc421 a=2.75 3Ø12Mc420 a=2.95 99EØ10Mc406 3EØ10Mc406 2Ø12Mc424 a=0.65 2Ø12Mc409 a=0.95 2Ø12Mc423 a=0.90 2Ø12Mc401 a=1.10 3Ø12Mc422 a=2.40 3Ø12Mc421 a=2.75 3Ø12Mc420 a=2.95 130EØ10Mc406 39EØ10Mc414 38EØ10Mc414 3Ø12Mc419 a=7.84 3Ø12Mc418 a=8.24 3Ø12Mc415 a=5.59 7Ø12Mc302 a=1.10 7Ø12Mc339 a=1.30 4Ø12Mc305 a=2.55 4Ø12Mc338 a=1.20 7Ø12Mc337 a=3.12 4Ø12Mc336 a=4.49 7Ø16Mc335 a=3.90 4Ø12Mc334 a=3.64 7Ø12Mc333 a=3.90 4Ø16Mc332 a=3.65 21EØ10Mc406 3Ø12Mc447 a=1.30 3Ø12Mc401 a=1.10 3Ø12Mc446 a=3.12 2Ø12Mc412 a=0.60 3Ø12Mc446 a=3.12 33EØ10Mc406 3Ø12Mc445 a=1.20 3Ø12Mc444 a=2.55 3Ø12Mc443 a=4.49 2Ø12Mc424 a=0.65 3Ø12Mc443 a=4.49 26EØ10Mc406 3Ø12Mc442 a=1.35 3Ø12Mc442 a=1.35 3Ø12Mc440 a=3.64 2Ø12Mc441 a=0.80 3Ø12Mc440 a=3.64 24EØ10Mc406 3Ø12Mc439 a=1.253Ø12Mc438 a=2.79 3Ø12Mc436 a=4.88 2Ø12Mc437 a=0.75 3Ø12Mc436 a=4.88 18EØ10Mc406 3Ø12Mc413 a=1.05 3Ø12Mc411 a=2.58 3Ø12Mc408 a=4.28 2Ø12Mc412 a=0.60 3Ø12Mc408 a=4.28 3,26 0,71 2,65 2,80 4,05 3,86 4,57 51EØ10Mc406 C D 2,65 1 2 2,80 A C A C D D 5 4 3 2 1 5 4 3 2 1 5 4 3 2 2 1 C D B D 2,12 C' B D 6 5 5 6 5 6 2,15 1,23 ING. JORGE LUIS NÚÑEZ SELLOS MUNICIPALES: ESCALAS: FECHA: J.L.N.M. NOMBRE DEL PROYECTO: INDICADAS E2/2 DIRECCIÓN: CÁLCULO: PROPIETARIO: DICIEMBRE / 2019 EL DISEÑO DEL HORMIGÓN ARMADO CON LAS ESPECIFICACIONES DE LA NORMA ECUATORIANA DE LA CONSTRUCCIÓN (NEC) Y EL CÓDIGO ACI. LOS DETALLES QUE AQUI NO CONSTAN SE DEBERA REGIR POR DICHO CÓDIGO 1. EL HORMIGÓN DEBERA TENER UN ESFUERZO UNITARIO ÚLTIMO A LA COMPRESIÓN A LOS 28 DÍAS DE EDAD fc= 240 kg/cm². 2. EL ACERO DEBERA TENER UN ESFUERZO UNITARIO A LA FLUENCIA fy= 4200 kg/cm² TANTO EN REFUERZO PRINCIPAL COMO EN ESTRIBOS. EL ACERO ESTRUCTURAL SERA DE TIPO A36. 3. LOS NIVELES MÍNIMOS DE CIMENTACIÓN SERÁN LOS INDICADOS. 4. LA CAPACIDAD PORTANTE DEL SUELO SE HA ASUMIDO EN 10 Tn/m² PARTICULAR QUE SERÁ OBLIGACIÓN DEL CONSTRUCTOR VERIFICAR QUE SE CUMPLA EN OBRA . 5. CUALQUIER CAMBIO O MODIFICACIÓN SERA CONSULTADO CON EL CALCULISTA. RECUBRIMIENTOS MÍNIMOS ELEMENTO RECUBRIMIENTO [cm] COLUMNAS 3 VIGAS 3 LOSAS 3 CIMENTACIÓN 5 GRADAS 3 CADENA/TRABE 3 SUPERFICIES EN CONTACTO CON AGUA 7 IS-381 CORTES-DETALLES ARMADO DE VIGAS PLANTA DE LOSA Nv+3.06 PLANTA DE LOSA Nv+6.12 LOSA DE TAPAGRADA LO SETA VIGA Alivianam iento R e f u e r z o I n f e r i o r 20 cm R efu erzo Su p erio r 40 cm 10 cm 40 cm 1 0 cm 4 0 cm 1 0 cm 4 0 cm e = 5 cm Nervio Colocar 1Ø 8 mm @ 4 filas de bloque 4 FILAS DE BLOQUES MAMPOSTERÍA de refuerzo Colocar 1Ø 8 mm embebido 5cm COLUMNA Gancho 90°, Long.=15cm embebido en la columna en el bloque superior e inferior Continúa colocación DETALLE DE MAMPOSTERÍA S/E DETALLE DE CORTE DE LOSA S/E ALIVIANAMIENTO ACERO DE REFUERZO 0,2 0,1 0,4 0,15 0,4 0,1 CORTE DE LOSA DE ENTREPISO TIPO ESCALA: 1 :10 c g g b b b b b a a a a a g b g a G C O L I Z V a b c a b c d a I1 TIPOS DE ACEROS: C1 C2 C2 C1 C2 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 Eje 1 Nv+6.12 L/3 12E@.1 31 Estribos L/3 12E@.1 L/3 7E@.15 Total 31 Estribos 3.97 1.51 1.34 0.35 3.62 0.35 Ejes 2, 3 Nv+6.12 L/3 12E@.1 31 Estribos L/3 12E@.1 L/3 7E@.15 L/3 8E@.1 20 Estribos L/3 8E@.1 L/3 4E@.15 Total 51 Estribos 2.65 3.97 1.51 1.34 0.35 3.62 0.35 2.30 0.35 Ejes 4, 5 Nv+6.12 L/3 12E@.1 31 Estribos L/3 12E@.1 L/3 7E@.15 L/3 8E@.1 20 Estribos L/3 8E@.1 L/3 4E@.15 Total 51 Estribos 2.65 3.97 1.11 0.94 0.35 3.62 0.35 2.30 0.35 CORTE B-B 3Ø12Mc415 Sup. 3Ø12Mc415 Inf. 1EØ10@0.10 y 0.15 Mc406 0.30 0.20 Eje A Nv+6.12 L/3 14E@.1 36 Estribos L/3 14E@.1 L/3 8E@.15 L/3 12E@.1 30 Estribos L/3 12E@.1 L/3 6E@.15 L/3 12E@.1 32 Estribos L/3 12E@.1 L/3 8E@.15 L/3 8E@.1 20 Estribos L/3 8E@.1 L/3 4E@.15 13 Estribos Total 130 Estribos 1.55 2.80 4.05 3.86 4.57 1.43 1.23 0.40 4.17 0.40 3.46 0.40 3.65 0.40 2.40 0.40 1.35 3 Estribos 0.60 3 Estribos Traslape 0.60 Eje D Nv+6.12 L/3 14E@.1 36 Estribos L/3 14E@.1 L/3 8E@.15 L/3 12E@.1 30 Estribos L/3 12E@.1 L/3 6E@.15 L/3 12E@.1 32 Estribos L/3 12E@.1 L/3 8E@.15 Total 99 Estribos 1.40 4.05 3.86 4.57 2.80 2.60 0.40 4.17 0.40 3.46 0.40 3.65 0.40 1.20 3 Estribos 0.60 3 Estribos Traslape 0.60 Nv+6.12 L/3 14E@.1 37 Estribos L/3 14E@.1 L/3 9E@.15 L/3 12E@.1 30 Estribos L/3 12E@.1 L/3 6E@.15 L/3 12E@.1 32 Estribos L/3 12E@.1 L/3 8E@.15 L/3 8E@.1 21 Estribos L/3 8E@.1 L/3 5E@.15 Total 120 Estribos 1.55 2.80 4.05 3.86 4.63 2.80 2.60 0.40 4.23 0.40 3.46 0.40 3.65 0.40 2.40 0.40 1.35 3 Estribos 0.60 3 Estribos Traslape 0.60 L 13E@.1 13 Estribos Total 13 Estribos 0.30 0.30 L 13E@.1 13 Estribos L 9E@.1 9 Estribos L 12E@.1 12 Estribos L 26E@.1 26 Estribos L 13E@.1 13 Estribos Total 13 Estribos Total 13 Estribos L 13E@.1 Total 13 Estribos L 26E@.1 26 Estribos L 12E@.1 12 Estribos Eje C Total 39 Estribos Total 38 Estribos C3 Ejes 1, 2 Nv+9.12 L 1E@.1 1 Estribos L/3 8E@.1 20 Estribos L/3 8E@.1 L/3 4E@.15 Total 21 Estribos 2.65 0.36 0.19 0.35 2.30 0.35 Ejes C, D Nv+9.12 L/3 8E@.1 20 Estribos L/3 8E@.1 L/3 4E@.15 L 13E@.1 13 Estribos Total 33 Estribos 1.55 2.80 0.40 2.40 0.40 1.35 Eje 5 Nv3.06 L/3 10E@.1 26 Estribos L/3 10E@.1 L/3 6E@.15 Total 26 Estribos 3.35 0.35 3.01 0.35 Eje B Nv+3.06 L/3 9E@.1 24 Estribos L/3 9E@.1 L/3 6E@.15 Total 24 Estribos 3.13 0.30 2.78 0.40 Eje D Nv+3.06 L/3 7E@.1 18 Estribos L/3 7E@.1 L/3 4E@.15 Total 18 Estribos 2.53 0.30 2.18 0.40 3Ø12Mc407 CORTE A-A 3Ø12Mc415 Sup. 3Ø12Mc415 Inf. 1EØ10@0.10 y 0.15 Mc414 3Ø14Mc416 CORTE D-D 3Ø12Mc418 Sup. 3Ø12Mc418 Inf. 1EØ10@0.10 y 0.15 Mc406 0.30 0.20 0.30 0.30 3Ø12Mc410 CORTE C-C 3Ø12Mc418 Sup. 3Ø12Mc418 Inf. 1EØ10@0.10 y 0.15 Mc414 3Ø14Mc416 CORTE F-F 3Ø12Mc419 Sup. 3Ø12Mc419 Inf. 1EØ10@0.10 y 0.15 Mc406 0.30 0.20 0.30 0.30 3Ø12Mc410 CORTE E-E 3Ø12Mc419 Sup. 3Ø12Mc419 Inf. 1EØ10@0.10 y 0.15 Mc414 3Ø14Mc417 ESCALA 1:15 VIGA ESCALA H.1:75 ESCALA V.1:15 ESCALA 1:15 ESCALA 1:15 ESCALA 1:15 ESCALA 1:15 ESCALA 1:15 VIGA ESCALA H.1:75 ESCALA V.1:15 VIGA ESCALA H.1:75 ESCALA V.1:15 CORTE H-H 3Ø12Mc425 Sup. 3Ø12Mc427 Inf. 1EØ10@0.10 y 0.15 Mc406 0.30 0.20 0.30 0.30 3Ø12Mc420 CORTE G-G 3Ø12Mc425 Sup. 3Ø12Mc427 Inf. 1EØ10@0.10 y 0.15 Mc414 3Ø14Mc403 ESCALA 1:15 ESCALA 1:15 CORTE J-J 3Ø12Mc429 Sup. 3Ø12Mc430 Inf. 1EØ10@0.10 y 0.15 Mc406 0.30 0.20 0.30 0.30 3Ø12Mc420 CORTE I-I 3Ø12Mc429 Sup. 3Ø12Mc430 Inf. 1EØ10@0.10 y 0.15 Mc414 3Ø14Mc404 ESCALA 1:15 ESCALA 1:15 CORTE L-L 3Ø12Mc431 Sup. 3Ø12Mc426 Inf. 1EØ10@0.10 y 0.15 Mc406 0.30 0.20 0.30 0.30 3Ø12Mc420 CORTE K-K 3Ø12Mc431 Sup. 3Ø12Mc426 Inf. 1EØ10@0.10 y 0.15 Mc414 3Ø14Mc405 ESCALA 1:15 ESCALA 1:15 VIGA ESCALA H.1:75 ESCALA V.1:15 VIGA ESCALA H.1:75 ESCALA V.1:15 VIGA ESCALA H.1:75 ESCALA V.1:15 A A B B D D F F C C E E G G I I K K L L J J H H VIGA ESCALA H.1:75 ESCALA V.1:15 VIGA ESCALA H.1:75 ESCALA V.1:15 VIGA ESCALA H.1:75 ESCALA V.1:15 VIGA ESCALA H.1:75 ESCALA V.1:15 VIGA ESCALA H.1:75 ESCALA V.1:15 CORTE M-M 3Ø12Mc446 Sup. 3Ø12Mc446 Inf. 1EØ10@0.10 y 0.15 Mc406 0.30 0.20 3Ø12Mc447 ESCALA 1:15 CORTE O-O 3Ø12Mc440 Sup. 3Ø12Mc440 Inf. 1EØ10@0.10 y 0.15 Mc406 0.30 0.20 3Ø12Mc442 ESCALA 1:15 CORTE Q-Q 3Ø12Mc408 Sup. 3Ø12Mc408 Inf. 1EØ10@0.10 y 0.15 Mc406 0.30 0.20 3Ø12Mc413 ESCALA 1:15 CORTE P-P 3Ø12Mc436 Sup. 3Ø12Mc436 Inf. 1EØ10@0.10 y 0.15 Mc406 0.30 0.20 3Ø12Mc439 ESCALA 1:15 CORTE N-N 3Ø12Mc443 Sup. 3Ø12Mc443 Inf. 1EØ10@0.10 y 0.15 Mc406 0.30 0.20 3Ø12Mc444 ESCALA 1:15 M M N N O O Q Q P P RESIDENCIA DEL SR. ALEJANDRO BOLIVAR TORRES Y FAMILIA BARRIO OBRERO - CALLE QUITO SR. ALEJANDRO TORRES NOTA: PARA LA AMPLIACIÓN DE LA LOSA Y VIGAS SERÁ NECESARIO PICAR EN LA ESTRUCTURUA EXISTENTE Y COLOCAR LAS VARILLAS DE REFUERZO DESDE EL TERCIO DEL EJE ADYACENTE PARA QUE EXISTA UN CORRECTO ANCLAJE. ADEMÁS, SE UTILIZARÁ ADITIVO SIKA-32 PARA PEGAR DE FORMA ADECUADA EL HORMIGÓN EXISTENTE CON EL NUEVO. ARMADO DE LOSA Nv+6.12 ESCALA 1:75 ARMADO DE LOSA Nv+3.06 ESCALA 1:75 ARMADO DE TAPAGRADA Nv+9.12 ESCALA 1:75 3Ø12Mc402 Inf. 3Ø12Mc402 PLANILLA DE ACEROS MARCAS 300 400 RESUMEN DE MATERIALES Mc TIPO Ø mm No. DIMENSIONES Long. Desar. (m) Long. Total Peso Kg. Obsv. Ø (mm) 8 10 12 14 16 18 20 22 25 28 32 W (Kg/m) 0.395 0.617 0.888 1.208 1.578 1.998 2.466 2.984 3.853 4.834 6.313 L (m) PESO (Kg) a b c d e f g Marca 300 301 C 12 21 2.90 0.14 - - - - - 3.18 66.78 59.3 - 302 C 12 9 1.10 0.14 - - - - - 1.38 12.42 11.0 - 303 C 12 28 2.30 0.14 - - - - - 2.58 72.24 64.2 - 304 C 12 4 3.00 0.14 - - - - - 3.28 13.12 11.7 - 305 C 12 14 2.55 0.14 - - - - - 2.83 39.62 35.2 - 306 C 12 13 2.95 0.14 - - - - - 3.23 41.99 37.3 - 307 C 12 14 2.75 0.14 - - - - - 3.03 42.42 37.7 - 308 C 12 10 2.40 0.14 - - - - - 2.68 26.8 23.8 - 309 L 12 4 11.03 - - - - - 0.20 11.23 44.92 39.9 - 310 L 12 6 7.77 - - - - - 0.20 7.97 47.82 42.5 - 311 L 12 6 10.60 - - - - - 0.20 10.80 64.8 57.5 - 312 L 12 2 9.57 - - - - - 0.20 9.77 19.54 17.4 - 313 C 12 7 1.55 0.14 - - - - - 1.83 12.81 11.4 - 314 I 12 7 5.59 - - - - - 0.20 5.99 41.93 37.2 - 315 L 12 2 10.65 - - - - - 0.20 10.85 21.7 19.3 - 316 L 12 2 5.72 - - - - - 0.20 5.92 11.84 10.5 - 317 C 16 8 4.40 0.14 - - - - - 4.68 37.44 59.1 - 318 L 12 2 6.62 - - - - - 0.20 6.82 13.64 12.1 - 319 C 12 2 2.60 0.14 - - - - - 2.88 5.76 5.1 - 320 C 12 2 1.91 0.14 - - - - - 2.19 4.38 3.9 - 321 C 12 2 2.81 0.14 - - - - - 3.09 6.18 5.5 - 322 C 12 28 1.58 0.14 - - - - - 1.86 52.08 46.3 - 323 C 12 1 2.64 0.14 - - - - - 2.92 2.92 2.6 - 324 I 12 14 8.24 - - - - - 0.20 8.64 120.96 107.4 - 325 I 12 2 1.55 - - - - - 0.20 1.95 3.9 3.5 - 326 I 12 5 4.05 - - - - - 0.20 4.45 22.25 19.8 - 327 I 12 2 2.58 - - - - - 0.20 2.98 5.96 5.3 - 328 C 12 9 1.98 0.14 - - - - - 2.26 20.34 18.1 - 329 I 12 9 7.84 - - - - - 0.20 8.24 74.16 65.9 - 330 I 12 2 12.00 - - - - - 0.20 12.40 24.8 22.0 - 331 C 12 2 1.19 0.14 - - - - - 1.47 2.94 2.6 - 332 C 16 4 4.65 0.14 - - - - - 4.93 19.72 31.1 - 333 I 12 7 3.90 - - - - - 0.20 4.30 30.1 26.7 - 334 I 12 4 3.64 - - - - - 0.20 4.04 16.16 14.4 - 335 C 16 7 3.90 0.14 - - - - - 4.18 29.26 46.2 - 336 I 12 4 4.49 - - - - - 0.20 4.89 19.56 17.4 - 337 I 12 7 3.12 - - - - - 0.20 3.52 24.64 21.9 - 338 C 12 4 1.20 0.14 - - - - - 1.48 5.92 5.3 - 339 C 12 7 1.30 0.14 - - - - - 1.58 11.06 9.8 - Marca 400 401 C 12 20 1.10 0.14 - - - - - 1.38 27.6 24.5 - 402 C1 12 6 5.57 0.24 0.14 - - - - 5.95 35.7 31.7 - 403 C1 14 3 3.00 0.24 0.14 - - - - 3.38 10.14 12.3 - 405 C1 18 6 4.40 0.24 0.14 - - - - 4.78 28.68 57.3 - 406 O 10 769 0.25 0.15 - - - - 0.07 0.94 722.86 446 - 407 C 12 3 1.55 0.14 - - - - - 1.83 5.49 4.9 - 408 C 12 6 4.28 0.14 - - - - - 4.56 27.36 24.3 - 409 C 12 16 0.95 0.14 - - - - - 1.23 19.68 17.5 - 410 C 12 12 2.30 0.14 - - - - - 2.58 30.96 27.5 - 411 C 12 3 2.58 0.14 - - - - - 2.86 8.58 7.6 - 412 C 12 14 0.60 0.14 - - - - - 0.88 12.32 10.9 - 413 C 12 3 1.05 0.14 - - - - - 1.33 3.99 3.5 - 414 O 10 147 0.25 0.25 - - - - 0.07 1.14 167.58 103.4 - 415 C1 12 6 5.59 0.24 0.14 - - - - 5.97 35.82 31.8 - 416 C1 14 9 2.90 0.24 0.14 - - - - 3.28 29.52 35.7 - 417 C1 14 6 2.50 0.24 0.14 - - - - 2.88 17.28 20.9 - 418 C1 12 12 8.24 0.24 0.14 - - - - 8.62 103.44 91.9 - 419 C1 12 12 7.84 0.24 0.14 - - - - 8.22 98.64 87.6 - 420 C 12 9 2.95 0.14 - - - - - 3.23 29.07 25.8 - 421 C 12 9 2.75 0.14 - - - - - 3.03 27.27 24.2 - 422 C 12 6 2.40 0.14 - - - - - 2.68 16.08 14.3 - 423 C 12 6 0.90 0.14 - - - - - 1.18 7.08 6.3 - 424 C 12 8 0.65 0.14 - - - - - 0.93 7.44 6.6 - 425 L 12 3 8.20 0.24 - - - - - 8.44 25.32 22.5 - 426 L 12 9 10.60 0.24 - - - - - 10.84 97.56 86.6 - 427 L 12 3 11.03 0.24 - - - - - 11.27 33.81 30.0 - 428 L 12 3 7.77 0.24 - - - - - 8.01 24.03 21.3 - 429 L 12 3 9.63 0.24 - - - - - 9.87 29.61 26.3 - 430 L 12 3 10.66 0.24 - - - - - 10.90 32.7 29.0 - 431 L 12 6 9.57 0.24 - - - - - 9.81 58.86 52.3 - 432 L 12 3 7.65 0.24 - - - - - 7.89 23.67 21.0 - 433 L 12 3 6.62 0.24 - - - - - 6.86 20.58 18.3 - 434 C1 14 6 2.55 0.24 0.14 - - - - 2.93 17.58 21.2 - 435 C1 14 3 2.80 0.24 0.14 - - - - 3.18 9.54 11.5 - 436 C 12 6 4.88 0.14 - - - - - 5.16 30.96 27.5 - 437 C 12 2 0.75 0.14 - - - - - 1.03 2.06 1.8 - 438 C 12 3 2.79 0.14 - - - - - 3.07 9.21 8.2 - 439 C 12 3 1.25 0.14 - - - - - 1.53 4.59 4.1 - 440 C 12 6 3.64 0.14 - - - - - 3.92 23.52 20.9 - 441 C 12 2 0.80 0.14 - - - - - 1.08 2.16 1.9 - 442 C 12 6 1.35 0.14 - - - - - 1.63 9.78 8.7 - 443 C 12 12 4.49 0.14 - - - - - 4.77 57.24 50.8 - 444 C 12 6 2.55 0.14 - - - - - 2.83 16.98 15.1 - 445 C 12 6 1.20 0.14 - - - - - 1.48 8.88 7.9 - 446 C 12 12 3.12 0.14 - - - - - 3.40 40.8 36.2 - 447 C 12 6 1.30 0.14 - - - - - 1.58 9.48 8.4 - 0 890 2107 84 86 29 0 0 0 0 0 0 549 1871 102 136 57 0 0 0 0 0 HORMIGON f'c = 240 Kg/cm2 PLINTOS [M3]= 0.60 COLUMNAS [M3]= 9.00 LOSAS [M3]= 17.80 VIGAS [M3]= 7.45 GRADAS [M3]= 2.00 REPLANTILLO [M3]= 0.25 Wtot (Kg) = 4493.00
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