Building Foundation DWG Detail for AutoCAD

Building Foundation DWG Detail for AutoCAD

Map of foundation of a building with 7 floors. isolated bases cantilever beams, walls, trusses and payroll details. Analysis of charges and elevator pit retaining walls.

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

element, pos., diam., no., long., total, total:, steel, adapted to the instruction ehe, armor, b …………. s, soft, characteristics of the materials – retaining walls, characteristics, coef., ponde., with dynamic actions, consistency, – statistical control in ehe, equivalent to normal control, – overlaps according to ehe, – the steel used must be guaranteed with a recognized badge: cietsid stamp , cc-ehe, …, control, geotechnical data, statistics, exhibition, environment, ha- …….., concrete, iia, iib, iiia, overlapping lengths of vertical reinforcements in walls. lb, materials, level, normal, note: valid for fck concrete, yes fck, notes, nominal coatings, coatings, without dynamic actions, size, max. arid, terrain, protected terrain u, cleaning concrete, type, settling of shoe, lower shoe assembly, reinforced wall, upper shoe reinforcement, compacted base, and sanitary, support spacers, grill, cord, hydrophilic, key detail, cutting, cleaning concrete, cutting keys, surfaces, clean, rough and, moistened before, concreting, lb if the distance between, filling, screed, var., variable, start of wall in shoe run centered with structural hearth., bottom, shoe, concrete, cleaning, mesh floor, cutting keys, clean, rough, moistened surfaces, before concreting, boot of wall in shoe run off center with structural hearth., in coronation, armed, wall, armed column, connecting rods, transverse, layer or paint, special protection, slab, concrete board, rough,, clean and dampened before, wall, column, plant, possible joints, construction, clean and, section, land, lateral in, contact with, ground with, protection, special, projecting column totally embedded in wall., with special protection., lower, upper, lower armor, armor, solid, note: the dimensioning of the armors of the pit depends on , the type of the elevator. the armatures arranged, proposed correspond to the cable lifts and, machinery on deck provided with parachutes., see the assembly, of the beam, edge, beam, sup. armature, elevator pit, concrete board, rough, clean and moistened, possible hooks in the reinforcement, bending, lift pit suspended from the solid slab., concreting, hydrophilic cord, overlap, concreting joint., vertical in wall., detail of the horizontal reinforcements, in corner meeting. , summary steel, quartering foundations, long. total, axial, permanent load, use overload, axial: t, mx: t x m, my: t x m, qx: t, qy: t, vtrigoria, tensor foundation

Raw text data extracted from CAD file:

Elemento Pos. Diám. No. Long. (cm) Total (cm) ADN-420 (kg) M1 1 d12 9 202 1818 16.1 2 d12 5 183 915 8.1 3 d12 9 136 1224 10.9 4 d12 5 183 915 8.1 5 d8 11 97 1067 4.2 6 d8 11 97 1067 4.2 56.8 Total+10%: M2 7 d10 16 139 2224 13.7 8 d10 8 242 1936 11.9 9 d10 25 139 3475 21.4 10 d10 8 242 1936 11.9 11 d8 14 98 1372 5.4 12 d8 14 98 1372 5.4 76.7 Total+10%: M3 13 d12 34 145 4930 43.8 14 d10 7 649 4543 28.0 15 d8 34 97 3298 13.0 16 d8 34 97 3298 13.0 107.6 Total+10%: M4 17 d12 26 156 4056 36.0 18 d12 5 243 1215 10.8 19 d8 14 97 1358 5.4 20 d8 14 97 1358 5.4 21 d12 4 107 428 3.8 22 d6 3 78 234 0.5 68.1 Total+10%: M12 23 d10 38 124 4712 29.1 24 d12 5 365 1825 16.2 25 d8 20 97 1940 7.7 26 d8 20 97 1940 7.7 27 d16 8 120 960 15.2 28 d6 3 158 474 1.1 29 d12 6 107 642 5.7 30 d16 4 120 480 7.6 31 d6 3 178 534 1.2 100.7 Total+10%: M13 32 d10 40 124 4960 30.6 33 d10 7 385 2695 16.6 34 d8 21 98 2058 8.1 35 d8 21 98 2058 8.1 36 d16 8 120 960 15.2 37 d6 3 158 474 1.1 38 d12 6 108 648 5.8 39 d16 4 120 480 7.6 40 d6 3 178 534 1.2 103.7 Total+10%: M14 41 d12 20 105 2100 18.6 42 d12 3 462 1386 12.3 43 d8 25 97 2425 9.6 44 d8 25 97 2425 9.6 45 d16 8 120 960 15.2 46 d6 3 158 474 1.1 47 d12 10 107 1070 9.5 48 d16 4 120 480 7.6 49 d6 3 218 654 1.5 93.5 Total+10%: M16 50 d12 13 124 1612 14.3 51 d12 5 235 1175 10.4 52 d8 13 97 1261 5.0 53 d8 13 97 1261 5.0 54 d16 8 120 960 15.2 55 d6 3 158 474 1.1 56 d12 4 107 428 3.8 57 d6 3 78 234 0.5 60.8 Total+10%: M17 58 d12 17 133 2261 20.1 59 d12 5 395 1975 17.5 60 d8 21 97 2037 8.0 61 d8 21 97 2037 8.0 62 d12 4 107 428 3.8 63 d6 3 78 234 0.5 63.7 Total+10%: M19 64 d16 9 139 1251 19.7 65 d10 7 148 1036 6.4 66 d8 9 97 873 3.4 67 d8 9 97 873 3.4 36.2 Total+10%: M18 68 d12 33 131 4323 38.4 69 d12 4 787 3148 27.9 70 d8 41 109 4469 17.6 71 d8 41 97 3977 15.7 109.6 Total+10%: M15 72 d12 18 156 2808 24.9 73 d12 5 410 2050 18.2 74 d8 22 97 2134 8.4 75 d8 22 97 2134 8.4 76 d12 6 107 642 5.7 77 d16 4 120 480 7.6 78 d6 3 178 534 1.2 79 d12 6 107 642 5.7 80 d16 4 120 480 7.6 81 d6 3 178 534 1.2 97.8 Total+10%: d6: 13.6 d8: 208.7 d10: 186.5 d12: 436.0 d16: 130.4 Total: 975.2 7 6 2 4 3 5 1 3 100 cm 100 cm 110 cm 130 cm 20/30 mm 25 cm 25 cm 30 30 cm 30 cm 35 40 40 cm 40 cm 40 cm 45 45 cm 45 cm 45 cm 50 cm 50 cm 50 cm 60 cm 60 cm 60 cm 65 cm 70 cm 80 80 cm 80 cm Acero Adaptado a la Instrucción EHE B 400 S B 400 S B 500 S B 500 S Armadura B.............S B.............S B.............S Blanda (8-9 cm) Blanda (8-9 cm) Blanda (8-9 cm) c=1.50 c=1.50 c=1.50 Características de los materiales - Muros de Contención Características Características Coef. Ponde. Coef. Ponde. Con acciones dinámicas Consistencia - Control Estadístico en EHE, equivale a control normal - Solapes según EHE - El acero utilizado deberá estar garantizado con un distintivo reconocido: Sello CIETSID, CC-EHE, ... Control Control Datos geotécnicos Ejecución (Acciones) Elemento Zona/Planta Estadístico Estadístico Estadístico Exposición/ambiente Exposición Ambiente d12 d14 d16 d20 d25 G=1.50 HA- ........ HA- ........ HA- ........ Hormigón I IIa IIb IIIa IIIa Longitudes de solape de armaduras verticales en muros. Lb Materiales d10 Nivel Control Nivel Control Normal Normal Normal Normal Nota: Válido para hormigón Fck 25 N/mm2 Si Fck 30 N/mm2 podrán reducirse dichas longitudes, de acuerdo al Art. 66 de la EHE Notas Q=1.60 1.- Recubrimiento tabique, lateral contacto terreno 8 cm. 2.- Recubrimiento tabique, lateral libre interior 3.5 cm. 3a.- Recubrimiento zapata, horizontal contacto terreno 8 cm. 3b.- Recubrimiento zapata con hormigón de limpieza 4 cm. 4.- Recubrimiento zapata, superior libre 4/5 cm. 5.- Recubrimiento zapata, lateral contacto terreno 8 cm. 6.- Recubrimiento zapata, lateral libre 4/5 cm. 7.- Recubrimiento superior en coronación 3.5 cm. Recubrimientos nominales Recubrimientos nominales (mm) s=1.15 s=1.15 s=1.15 Sin acciones dinámicas Tamaño máx. árido - Tensión admisible del terreno considerada = ............... MPa (.................Kg/cm2) Terreno Terreno protegido u hormigón de limpieza Tipo Tipo Ver Exposición/Ambiente 20/30 mm 20/30 mm 1d6 de 60 cm de longitud total (cada 20 cm). Evita fisura por asentamiento de zapata Armado inferior zapata Armado muro Armado solera + refuerzo superior zapata Base compactada Base compactada y saneada Separadores de apoyo de parrilla 5 cm Cordón hidrófilo Detalle llave de corte Hormigón de limpieza Llaves de cortante, superficies limpias, rugosas y humedecidas antes de hormigonar (*) Puede reducirse a 1.4 Lb si la distancia entre barras verticales es > 10d Relleno Solera 0.10 0.15 0.20 0.20 0.20 0.30 0.30 10 2 Lb (*) 4 5 H Lb Var. Var. Variable Arranque de muro en zapata corrida centrada con solera estructural. 1d6 de 60 cm de longitud total (cada 20 cm). Evita fisura por asentamiento de zapata Armado inferior zapata Armado muro Base compactada Base compactada y saneada Separadores de apoyo de parrilla 5 cm Cordón hidrófilo Detalle llave de corte Hormigón de limpieza Llaves de cortante, superficies limpias, rugosas y humedecidas antes de hormigonar Malla solera (*) Puede reducirse a 1.4 Lb si la distancia entre barras verticales es > 10d Solera 0.10 0.15 0.20 0.20 0.20 0.30 0.30 0.40 10 2 Lb (*) 4 5 H Lb Llaves de cortante, superficies limpias, rugosas y humedecidas antes de hormigonar Var. Var. Variable Arranque de muro en zapata corrida descentrada con solera estructural. A 4d16 transversales en coronación Armado muro Armado muro Armado muro Armado muro Armado columna Armado columna Armado columna Barras de conexión transversales Barras de conexión transversales Capa o pintura especial de protección Capa o pintura especial de protección Losa Junta de hormigonado, rugosa, limpia y humedecida antes de hormigonar Muro Columna Columna Planta Posibles juntas de construcción, limpias y humedecidas antes de hormigonar Sección Tierras Tierras 0.20 0.40 0.40 Lateral en contacto con el terreno con protección especial Lb 0.50 S Variable Variable Variable Columna sobresaliente totalmente embebida en muro. Con protección especial. Armado inferior Armado inferior Armado superior Armado superior Armadura inferior d10a15 Armadura de reparto (inferior) d10a15 Armadura de reparto (superior) d10a15 Losa maciza Nota: El dimensionado de las armaduras del foso depende de la tipología del ascensor. Las armaduras dispuestas propuestas corresponden a los ascensores de cables y maquinaria en cubierta provistos de paracaídas. Vea el armado de la viga de borde Viga 0.15 0.15 0.15 0.20 0.20 0.20 0.20 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 Armadura sup. d10a15 Foso ascensor Junta de hormigonado, rugosa, limpia y humedecida antes de hormigonar Posibles ganchos en las armaduras de flexión Variable Variable Variable Variable Foso de ascensor suspendido de la losa maciza. M1: 100x45 M2: 120x45 M3: 110x45 M4: 105x45 M15: 105x45 M13: 105x45 M14: 55x45 M24: 55x45 M23: 105x45 M22: 105x45 M12: 105x45 M16: 105x45 M17: 100x45 M18: 80x45 C17 C20 C18 C19 C14 C15 C16 C32 C40 1º Fase de hormigonado 2ª Fase de hormigonado Armado muro Cordón hidrófilo Cordón hidrófilo 5 H H/3 H/3 H/3 Solape 0.50 Variable 5 Junta de hormigonado. Vertical en muro. 0.20 0.20 0.20 0.20 0.20 0.20 Variable Variable Detalle de las armaduras horizontales, en encuentro en esquina. Resumen Acero SUBS -2.65/-3.15 Despiece cimentación Long. total (m) Peso+10% (kg) ADN-420 d6 80.6 20 d8 592.2 257 d10 356.9 242 d12 521.3 509 d16 108.5 188 1216 Total SUBS -2.65/-3.15 Despiece cimentación Hormigón: H-21 Escala: 1:100 M1 5P2d12c/25 L=183 5P4d12c/25 L=183 23 23 34 9P1d12c/25 L=202 24 9P3d12c/25 L=136 30 11P5d8c/20 L=97 30 11P6d8c/20 L=97 40 20 40 100 45 M2 8P8d10c/17 L=242 8P10d10c/17 L=242 15 16P7d10c/17 L=139 15 25P9d10c/10 L=139 30 14P11d8c/20 L=98 30 14P12d8c/20 L=98 50 20 50 120 45 M3 7P14d10c/17 L=649 23 34P13d12c/20 L=145 30 34P15d8c/20 L=97 30 34P16d8c/20 L=97 45 20 45 110 45 M4 5P18d12c/25 L=243 31 26P17d12c/10 L=156 30 14P19d8c/20 L=97 30 14P20d8c/20 L=97 53 10 10 33 105 45 30 4X1P21d12 L=107 6 16 16 3P22d6 L=78 20 20 C40 M12 5P24d12c/25 L=365 15 38P23d10c/10 L=124 30 20P25d8c/20 L=97 30 20P26d8c/20 L=97 33 5 10 5 53 105 45 30 8P27d16 L=120 6 26 46 3P28d6 L=158 30 50 C17 6P29d12 4X1P30d16 30 6P29d12 L=107 30 4X1P30d16 L=120 6 56 26 3P31d6 L=178 60 30 C18 M13 7P33d10c/17 L=385 15 40P32d10c/10 L=124 30 21P34d8c/20 L=98 30 21P35d8c/20 L=98 52 0 10 10 33 105 45 30 8P36d16 L=120 6 26 46 3P37d6 L=158 30 50 C14 6P38d12 4X1P39d16 30 6P38d12 L=108 30 4X1P39d16 L=120 6 56 26 3P40d6 L=178 60 30 C15 M14 3P42d12c/25 L=462 31 20P41d12c/25 L=105 30 25P43d8c/20 L=97 30 25P44d8c/20 L=97 35 5 15 55 45 30 8P45d16 L=120 6 26 46 3P46d6 L=158 30 50 C20 10P47d12 4X1P48d16 30 10P47d12 L=107 30 4X1P48d16 L=120 6 26 76 3P49d6 L=218 30 80 C32 M16 5P51d12c/25 L=235 15 13P50d12c/20 L=124 30 13P52d8c/20 L=97 30 13P53d8c/20 L=97 53 10 10 33 105 45 30 8P54d16 L=120 6 26 46 3P55d6 L=158 30 50 C16 30 4X1P56d12 L=107 6 16 16 3P57d6 L=78 20 20 C40 M17 5P59d12c/25 L=395 22 17P58d12c/25 L=133 30 21P60d8c/20 L=97 30 21P61d8c/20 L=97 40 10 10 40 100 45 30 4X1P62d12 L=107 6 16 16 3P63d6 L=78 20 20 C40 M19 7P65d10c/17 L=148 20 9P64d16c/20 L=139 30 9P66d8c/20 L=97 30 9P67d8c/20 L=97 45 20 45 110 45 M18 4P69d12c/25 L=787 31 33P68d12c/25 L=131 30 41P70d8c/20 L=109 30 41P71d8c/20 L=97 33 15 33 80 45 M15 5P73d12c/25 L=410 31 18P72d12c/25 L=156 30 22P74d8c/20 L=97 30 22P75d8c/20 L=97 33 5 15 53 105 45 6P76d12 4X1P77d16 30 6P76d12 L=107 30 4X1P77d16 L=120 6 56 26 3P78d6 L=178 60 30 C18 6P79d12 4X1P80d16 30 6P79d12 L=107 30 4X1P80d16 L=120 6 56 26 3P81d6 L=178 60 30 C19 Elemento Pos. Diám. No. Long. (cm) Total (cm) ADN-420 (kg) M22 1 d12 26 124 3224 28.6 2 d12 5 375 1875 16.6 3 d8 20 97 1940 7.7 4 d8 20 97 1940 7.7 5 d16 8 120 960 15.2 6 d6 3 158 474 1.1 7 d12 6 107 642 5.7 8 d16 4 120 480 7.6 9 d6 3 178 534 1.2 100.5 Total+10%: M23 10 d10 21 124 2604 16.1 11 d10 7 258 1806 11.1 12 d8 14 98 1372 5.4 13 d8 14 98 1372 5.4 14 d12 6 108 648 5.8 15 d16 4 120 480 7.6 16 d6 3 178 534 1.2 57.9 Total+10%: d6: 3.9 d8: 28.8 d10: 29.9 d12: 62.4 d16: 33.4 Total: 158.4 M22 5P2d12c/25 L=375 15 26P1d12c/15 L=124 30 20P3d8c/20 L=97 30 20P4d8c/20 L=97 33 5 10 5 53 105 45 30 8P5d16 L=120 6 26 46 3P6d6 L=158 30 50 C20 6P7d12 4X1P8d16 30 6P7d12 L=107 30 4X1P8d16 L=120 6 56 26 3P9d6 L=178 60 30 C19 Resumen Acero SUBS -2.65/-3.15 Despiece cimentación Long. total (m) Peso+10% (kg) ADN-420 d6 80.6 20 d8 592.2 257 d10 356.9 242 d12 521.3 509 d16 108.5 188 1216 Total M23 7P11d10c/17 L=258 15 21P10d10c/13 L=124 30 14P12d8c/20 L=98 30 14P13d8c/20 L=98 53 10 10 33 105 45 6P14d12 4X1P15d16 30 6P14d12 L=108 30 4X1P15d16 L=120 6 56 26 3P16d6 L=178 60 30 C15 Elemento Pos. Diám. No. Long. (cm) Total (cm) ADN-420 (kg) M24 1 d10 27 74 1998 12.3 2 d10 4 440 1760 10.9 3 d8 23 98 2254 8.9 4 d8 23 98 2254 8.9 5 d16 8 120 960 15.2 6 d6 3 158 474 1.1 7 d12 10 108 1080 9.6 8 d16 4 120 480 7.6 9 d6 3 218 654 1.5 83.6 Total+10%: d6: 2.8 d8: 19.6 d10: 25.5 d12: 10.6 d16: 25.1 Total: 83.6 M24 4P2d10c/17 L=440 15 27P1d10c/17 L=74 30 23P3d8c/20 L=98 30 23P4d8c/20 L=98 35 5 15 55 45 30 8P5d16 L=120 6 26 46 3P6d6 L=158 30 50 C16 10P7d12 4X1P8d16 30 10P7d12 L=108 30 4X1P8d16 L=120 6 26 76 3P9d6 L=218 30 80 C32 Resumen Acero SUBS -2.65/-3.15 Despiece cimentación Long. total (m) Peso+10% (kg) ADN-420 d6 80.6 20 d8 592.2 257 d10 356.9 242 d12 521.3 509 d16 108.5 188 1216 Total C27 C27: Hipótesis Axil Mx My Qx Qy Carga permanente 42.59 0.04 -0.26 0.12 -0.07 Sobrecarga de uso 12.85 0.02 -0.09 0.07 0.06 tanque (tanque izquierdo) -0.25 0.00 0.00 0.00 0.00 tanque (tanque derecho) 0.16 0.00 -0.00 0.00 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 8d12 (30+92+41) C28 C28: Hipótesis Axil Mx My Qx Qy Carga permanente 54.85 0.21 -0.05 -0.00 -0.04 Sobrecarga de uso 19.95 0.04 -0.00 -0.01 0.15 tanque (tanque izquierdo) -0.04 0.00 0.00 0.00 0.00 tanque (tanque derecho) 0.02 0.00 -0.00 0.00 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 4d16 (30+92+54) 2d12 (30+92+41) C29 C29: Hipótesis Axil Mx My Qx Qy Carga permanente 54.29 0.25 -0.04 0.29 -0.04 Sobrecarga de uso 20.66 0.08 0.00 0.11 0.17 tanque (tanque izquierdo) -0.02 0.00 0.00 0.00 0.00 tanque (tanque derecho) 0.02 0.00 -0.00 0.00 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 4d16 (30+92+54) 2d12 (30+92+41) C30 C30: Hipótesis Axil Mx My Qx Qy Carga permanente 52.55 0.07 -0.31 -0.05 -0.26 Sobrecarga de uso 16.44 0.02 -0.13 -0.08 -0.02 tanque (tanque izquierdo) -0.15 0.00 0.01 0.00 0.00 tanque (tanque derecho) 0.25 0.00 -0.00 0.00 0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 6d16 (30+92+54) C17 C17: Hipótesis Axil Mx My Qx Qy Carga permanente 20.74 0.12 0.29 0.66 0.52 Sobrecarga de uso 3.59 0.00 0.02 0.03 0.04 tanque (tanque izquierdo) -0.03 0.00 0.00 0.00 0.00 tanque (tanque derecho) -0.08 0.00 -0.00 0.00 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 8d16 (30+37+54) C20 C20: Hipótesis Axil Mx My Qx Qy Carga permanente 15.59 -0.04 0.13 -0.16 0.75 Sobrecarga de uso 3.00 0.01 0.01 0.03 0.07 tanque (tanque izquierdo) 0.03 0.00 0.00 0.00 0.00 tanque (tanque derecho) 0.09 0.00 0.00 0.00 0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 8d16 (30+37+54) C22 C22: Hipótesis Axil Mx My Qx Qy Carga permanente 118.12 0.26 -0.05 -0.33 -0.05 Sobrecarga de uso 39.34 0.04 -0.06 -0.16 -0.12 tanque (tanque izquierdo) -0.02 0.01 0.00 0.00 0.00 tanque (tanque derecho) -0.07 0.02 -0.00 0.00 0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 12d16 (30+92+54) 2d12 (30+92+41) C23 C23: Hipótesis Axil Mx My Qx Qy Carga permanente 116.77 1.05 -0.01 0.38 -0.10 Sobrecarga de uso 40.78 0.28 -0.05 0.18 -0.15 tanque (tanque izquierdo) 0.05 0.01 0.00 0.00 0.00 tanque (tanque derecho) 0.04 0.02 -0.00 0.01 0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 4d16 (30+92+54) 10d12 (30+92+41) C21 C21: Hipótesis Axil Mx My Qx Qy Carga permanente 80.90 0.03 0.01 0.30 -0.24 Sobrecarga de uso 17.47 0.01 -0.04 0.12 -0.10 tanque (tanque izquierdo) 0.08 0.00 0.01 0.00 0.00 tanque (tanque derecho) -0.28 0.00 -0.01 0.00 0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 6d16 (30+92+54) 6d12 (30+92+41) C24 C24: Hipótesis Axil Mx My Qx Qy Carga permanente 79.43 0.07 0.20 0.04 -0.10 Sobrecarga de uso 19.07 0.01 0.04 -0.06 -0.06 tanque (tanque izquierdo) 0.21 0.00 0.01 0.00 0.01 tanque (tanque derecho) -0.03 0.00 -0.01 0.00 0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 6d16 (30+92+54) 6d12 (30+92+41) C18 C18: Hipótesis Axil Mx My Qx Qy Carga permanente 22.88 0.02 0.80 0.06 1.81 Sobrecarga de uso 5.07 0.00 0.05 -0.01 0.07 tanque (tanque izquierdo) -0.01 0.00 0.00 0.00 -0.00 tanque (tanque derecho) 0.05 0.00 0.00 0.00 0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 4d16 (30+37+54) 6d12 (30+37+41) C19 C19: Hipótesis Axil Mx My Qx Qy Carga permanente 20.19 -0.01 0.54 -0.07 1.33 Sobrecarga de uso 4.82 0.00 0.01 0.01 0.00 tanque (tanque izquierdo) 0.03 0.00 0.00 0.00 -0.00 tanque (tanque derecho) 0.29 0.00 0.00 0.01 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 4d16 (30+37+54) 6d12 (30+37+41) C14 C14: Hipótesis Axil Mx My Qx Qy Carga permanente 15.63 0.16 -0.27 0.84 -0.67 Sobrecarga de uso 2.54 -0.00 -0.02 0.02 -0.05 tanque (tanque izquierdo) -0.06 -0.00 0.00 -0.00 0.00 tanque (tanque derecho) -0.03 0.00 -0.00 0.00 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 8d16 (30+37+54) C9 C9: Hipótesis Axil Mx My Qx Qy Carga permanente 87.44 -0.26 0.14 -0.09 0.03 Sobrecarga de uso 18.55 -0.09 0.02 -0.04 0.02 tanque (tanque izquierdo) -0.03 0.00 0.01 0.00 0.00 tanque (tanque derecho) -0.06 0.00 -0.01 0.00 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 16d12 (30+92+41) C5 C5: Hipótesis Axil Mx My Qx Qy Carga permanente 49.53 0.03 0.01 0.19 0.04 Sobrecarga de uso 9.30 0.01 0.00 0.11 0.00 tanque (tanque izquierdo) -0.05 0.00 0.00 -0.00 0.00 tanque (tanque derecho) -0.08 0.00 -0.00 -0.00 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 6d16 (30+92+54) C15 C15: Hipótesis Axil Mx My Qx Qy Carga permanente 20.06 -0.05 -0.88 -0.62 -1.91 Sobrecarga de uso 4.63 -0.01 -0.06 -0.14 -0.10 tanque (tanque izquierdo) 0.18 -0.00 -0.00 -0.02 -0.00 tanque (tanque derecho) -0.00 -0.00 0.00 -0.00 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 4d16 (30+37+54) 6d12 (30+37+41) C7 C7: Hipótesis Axil Mx My Qx Qy Carga permanente 79.56 0.22 0.25 0.36 0.07 Sobrecarga de uso 19.17 0.05 0.09 0.13 0.03 tanque (tanque izquierdo) 0.03 0.00 0.00 -0.00 0.00 tanque (tanque derecho) -0.01 0.01 -0.00 0.00 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 8d16 (30+92+54) C1 C1: Hipótesis Axil Mx My Qx Qy Carga permanente 4.77 -0.01 0.04 0.01 0.18 Sobrecarga de uso 0.61 0.01 0.00 0.06 0.00 tanque (tanque izquierdo) 0.00 0.00 0.00 0.00 0.00 tanque (tanque derecho) -0.00 0.00 -0.00 0.00 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 4d12 (30+92+41) C2 C2: Hipótesis Axil Mx My Qx Qy Carga permanente 4.50 -0.02 0.02 -0.01 0.12 Sobrecarga de uso 0.53 -0.02 -0.00 -0.06 -0.01 tanque (tanque izquierdo) 0.00 0.00 0.00 0.00 0.00 tanque (tanque derecho) -0.00 0.00 -0.00 0.00 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 4d12 (30+92+41) C16 C16: Hipótesis Axil Mx My Qx Qy Carga permanente 15.10 0.08 -0.08 0.52 -0.47 Sobrecarga de uso 2.48 0.03 0.00 0.12 -0.03 tanque (tanque izquierdo) 0.21 0.00 0.00 0.02 -0.00 tanque (tanque derecho) 0.13 0.00 -0.00 0.01 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 8d16 (30+37+54) C13 C13: Hipótesis Axil Mx My Qx Qy Carga permanente 82.78 0.23 0.25 0.26 0.12 Sobrecarga de uso 18.47 0.05 0.06 -0.10 0.05 tanque (tanque izquierdo) 0.17 0.00 0.01 0.00 0.01 tanque (tanque derecho) 0.06 0.00 -0.01 0.00 0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 16d12 (30+92+41) C8 C8: Hipótesis Axil Mx My Qx Qy Carga permanente 42.24 -0.04 -0.01 -0.38 0.24 Sobrecarga de uso 6.45 -0.02 0.03 -0.14 0.02 tanque (tanque izquierdo) 0.11 0.00 0.00 0.00 0.00 tanque (tanque derecho) 0.01 0.00 -0.00 0.00 0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 6d16 (30+92+54) C3 C3: Hipótesis Axil Mx My Qx Qy Carga permanente 32.60 -0.25 -0.01 1.12 -0.04 Sobrecarga de uso 5.16 -0.04 0.00 0.27 0.02 tanque (tanque izquierdo) -0.01 0.00 0.00 0.00 0.00 tanque (tanque derecho) -0.08 0.00 -0.00 -0.00 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 4d16 (30+92+54) 4d12 (30+92+41) C4 C4: Hipótesis Axil Mx My Qx Qy Carga permanente 31.59 -0.31 0.00 -0.98 0.02 Sobrecarga de uso 5.30 -0.07 0.01 -0.25 0.03 tanque (tanque izquierdo) 0.09 0.00 0.00 0.00 0.00 tanque (tanque derecho) -0.04 0.00 -0.00 0.00 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 4d16 (30+92+54) 4d12 (30+92+41) C32 C32: Hipótesis Axil Mx My Qx Qy Carga permanente 6.69 -0.63 0.04 -1.72 0.25 Sobrecarga de uso 1.06 -0.01 0.01 -0.02 0.05 tanque (tanque izquierdo) 0.01 0.00 0.00 0.00 0.01 tanque (tanque derecho) 0.01 0.00 0.00 -0.00 0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 4d16 (30+37+54) 10d12 (30+37+41) C34 C34: Hipótesis Axil Mx My Qx Qy Carga permanente 18.45 0.09 0.09 -0.17 0.03 Sobrecarga de uso 4.86 0.06 0.04 0.13 -0.03 tanque (tanque izquierdo) 0.01 0.00 0.01 0.00 0.00 tanque (tanque derecho) 0.00 0.00 -0.00 0.00 0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 6d16 (30+92+54) C40 C40: Hipótesis Axil Mx My Qx Qy Carga permanente 6.04 0.03 -0.03 0.22 -0.09 Sobrecarga de uso 1.23 0.01 -0.00 0.05 -0.01 tanque (tanque izquierdo) 0.16 0.00 -0.00 0.01 -0.00 tanque (tanque derecho) 0.06 0.00 -0.00 0.00 -0.00 E1 0.00 -0.00 -0.00 0.00 -0.00 4d12 (30+37+41) EJE HORIZONTAL1 EJE HORIZONTAL2 EJE HORIZONTAL3 1000 1000 EJE VERTICAL 2 EJE VERTICAL 1 760 190 475 145 490 255 490 88 470 185 348 85 348 145 89 255 89 190 89 90 89 145 338 255 338 185 444 190 145 190 256 165 434 220 251 190 951 150 951 85 444 90 145 90 251 185 619 150 619 85 59 280 145 135 434 Axil:t Mx:t x m My:t x m Qx:t Qy:t ndxx(aa) aa ndxx(aa+bb+cc) aa bb cc Vtrigoria VCT 2-1 TRIGORIA C.2.1 C.2.1 Vtrigoria Vtrigoria V-001: M4: 20x70 V-002: M2: 15x70 V-003: M1: 15x70 V-004: M3: 15x70 C27 C28 C29 C30 C17 C20 C22 C23 C21 C24 C18 C19 C14 C9 C5 C15 C6 C7 C1 C2 C16 C13 C8 C3 C4 C31 C32 C34 tensor Cimentación Despiece cimentación Hormigón: H-21 Escala: 1:100 C2 18 4P6d16c/20 L=174 18 4P8d16c/20 L=174 75 75 C2 18 7P7d16c/20 L=99 18 7P9d16c/20 L=99 10 65 100 C2 150 75 2X1P10d10 4X1P11d12 30 2X1P10d10 L=213 30 4X1P11d12 L=217 6 16 16 3P12d6 L=78 20 20 C2 C3 18 7P13d16c/20 L=104 15 65 C3 18 4P14d16c/20 L=174 75 75 100 C3 80 150 2X1P15d10 4X1P16d16 30 2X1P15d10 L=213 30 4X1P16d16 L=223 6 26 26 3P17d6 L=118 30 30 C3 C4 18 5P18d16c/20 L=134 55 55 C4 18 5P19d16c/20 L=134 55 55 100 C4 110 110 2X1P20d10 4X1P21d16 30 2X1P20d10 L=213 30 4X1P21d16 L=223 6 26 26 3P22d6 L=118 30 30 C4 39 13 29 2P1d16 L=417 29 49 13 58 2P2d16 L=514 8 31 31 12P3d8c/20 L=141 40 40 56 56 210 66 11 399 60 40 100 C4 C2 41 33 4P4d16 L=418 49 49 61 16 7P5d16 L=568 8 51 31 16P6d8c/15 L=181 40 60 10 70 215 55 55 405 40 60 100 C3 C4 35 13 29 2P7d16 L=413 69 58 29 2P8d16 L=492 8 31 31 13P9d8c/20 L=141 40 40 75 75 222 35 10 417 60 40 100 C3 C1 13 23 29 2P10d16 L=409 58 46 29 2P11d16 L=477 8 31 31 13P12d8c/20 L=141 40 40 10 35 230 75 75 425 60 40 100 C1 C2

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other, N/A
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio, Elevator
Tags	autocad, base, bases, beams, building, cantilever, charges, cutting, DETAIL, DWG, floors, FOUNDATION, foundations, fundament, isolated, map, retaining wall, trusses, walls