Ribbed Slabs DWG Block for AutoCAD

The flat ribbed slab of a building assists

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

principal, stairs, ceiling machine room, principal, stairs, ceiling machine room, principal, stairs, ceiling machine room, scale, date, review:, members, draft:, structural, concrete rcc steel fy, Duke Alba, freitez carlos, red fabiola, roof plant, date:, description, scale, members, draft:, structural, concrete rcc steel fy, Duke Alba, freitez carlos, red fabiola, strips of staircase floor, date:, scale, members, draft:, structural, concrete rcc steel fy, Duke Alba, freitez carlos, red fabiola, Exploded view of roof slabs, date:, scale, members, draft:, structural, concrete rcc steel fy, Duke Alba, freitez carlos, red fabiola, mezzanine floor steps, date:, scale, members, draft:, structural, concrete rcc steel fy, Duke Alba, freitez carlos, red fabiola, ground floor, scale:, date:, description, members, draft:, structural, concrete rcc steel fy, Duke Alba, freitez carlos, red fabiola, ground floor, scale:, date:, description, members, draft:, structural, concrete rcc steel fy, Duke Alba, freitez carlos, red fabiola, dismantle auxiliary beams, date:, scale, members, draft:, structural, concrete rcc steel fy, Duke Alba, freitez carlos, red fabiola, ground floor, scale:, date:, description, members, draft:, structural, concrete rcc steel fy, Duke Alba, freitez carlos, red fabiola, strips of staircase floor, date:, scale, members, draft:, structural, concrete rcc steel fy, Duke Alba, freitez carlos, red fabiola, strips of floor tiles, date:, scale, members, draft:, structural, concrete rcc steel fy, Duke Alba, freitez carlos, red fabiola, floor cutting machine room ceiling, date:, scale, members, draft:, structural, concrete rcc steel fy, Duke Alba, freitez carlos, red fabiola, strips of mezzanine slabs, date:, scale, members, draft:, structural, concrete rcc steel fy, Duke Alba, freitez carlos, red fabiola, strips of floor tiles, date:, scale, members, draft:, structural, concrete rcc steel fy, Duke Alba, freitez carlos, red fabiola, ground floor staircase, date:, scale, elevator, Commerce, low level, elevator, hospital, floor, elevator, ceiling, ceiling machine room, mezzanine, low level, level, uic etc., ceiling, machine room, ceiling machine room, lateral geometry, stairs, principal, stairs, principal, structural projects, assignment span, healthcare use, elevator, Commerce, low level, stairs, principal, elevator, query, floor, stairs, principal, elevator, Recovery, floor, quirophan, other … uic, elevator, office, mezzanine, stairs, principal, private staircase, elevator, hospital, floor, elevator, ceiling, stairs, principal, elevator, query, floor, elevator, office, mezzanine, stairs, principal, elevator, principal, stairs, principal, level, laboratories, pharmacies, elevator, Recovery, quirophan, other … uic, lateral geometry, stairs, principal, stairs, principal, distribution, distribution, distribution, principal, machine room, stairs, living room ceiling, floor, distribution, ribbed: cm, the sup, the inf., the sup, the inf., the sup, the inf., the sup, the inf., the sup, the inf., the sup, the inf., the sup, the inf., the sup, the inf., ner

Raw text data extracted from CAD file:

7,00 7,10 7,10 6,80 7,10 7,10 7,00 6,20 5,50 5,50 B B 6,80 B B 6,20 C D B B 6,80 B B 6,20 C D 6,80 6,20 C H1 2,50 H2 H2 4,00 1,40 2,80 A B B 6,80 B B A 6,20 C D 5,00 B B 6,80 B B 6,20 C D B B 6,80 B B 6,20 C D A B B 6,80 B B A 6,20 C D 6,80 5,50 5,50 7,10 7,10 7,10 7,10 6,80 7,10 7,10 7,10 7,10 5,50 3.93 3.93 2,27 2,27 6,80 3,93 7,00 7,10 7,10 7,10 7,10 7,00 5,50 5,50 7,10 7,10 6,80 7,10 7,10 7,00 2,90 2,27 3.93 7,00 2,27 3.93 7,10 7,10 6,80 7,10 7,10 5,50 5,50 5,50 5,50 3,40 2,50 3,20 3,20 4,00 1,40 2,80 2,00 1,70 6,20 1,60 1,60 1,25 ,1550 ,1540 ,1580 ,1580 ,1540 4,80 1,80 3,00 1,20 2,10 2,70 3,60 4,80 2,10 2,70 1,35 1,35 1,35 1,35 1,35 1,35 1,80 ,30 3,60 ,30 1,82 1,00 1,67 ,30 1,00 1,70 ,30 0.10 ,05 3,00 1,70 1,67 1,65 1,00 1,20 3,60 2,00 1,20 1,19 ,30 ,10 ,05 1,00 ,30 4,28 1,20 1,01 1,67 ,30 1,97 1,67 ,30 2,12 ,80 1,67 1,92 ,80 1,25 2,70 2,10 3,02 ,80 1,22 2,82 ,80 1,22 ,30 1,20 ,50 1,20 ,50 1,00 ,50 1,00 ,50 1,80 3,00 1,00 0.10 0.05 1,00 0.10 0.05 2,10 1,60 3,60 2,00 2,70 1,00 0.10 0.05 1,20 ,50 1,20 ,50 1,00 0.10 0.05 ,30 1,97 1,40 ,30 ,80 1,50 ,30 ,80 1,32 1,97 1,05 ,30 1,24 ,30 3,31 ,60 ,30 1,57 2,98 ,60 1,10 ,30 ,80 2,39 ,30 ,80 2,22 1,57 1,20 6,80 7,10 7,10 7,10 7,10 6,20 6,80 6,20 PRINCIPAL B 98.34355000238702 ESCALERA 4 5 98.34355000238702 TECHO SALA MAQUINA A B 98.34355000238702 LM-1 LT-7 6,20 6,80 6,20 PRINCIPAL B 98.34355000238702 ESCALERA 4 5 98.34355000238702 TECHO SALA MAQUINA A B 98.34355000238702 LM-1 LT-7 6,20 6,80 6,20 PRINCIPAL B 98.34355000238702 ESCALERA 4 5 98.34355000238702 TECHO SALA MAQUINA A B 98.34355000238702 LM-1 LT-7 6,80 6,20 6,80 6,20 3,35 ,92 1,35 ,92 1,35 3,93 5,50 3,93 ,92 1,35 ,92 1,35 5,50 5,50 3,93 3,93 1,35 .92 3,93 A-0 00/00/00 1/000 ESCALA : FECHA : N° REVISION: 00 000000 INTEGRANTES PROYECTO: ESTRUCTURAL CONCRETO RCC = 250 Kg/cm2 ACERO Fy = 4200 Kg/cm2 DUQUE ALBA FREITEZ CARLOS ROJAS FABIOLA PLANTA TECHO FECHA: 28/07/14 E-5 DESCRIPCION ESCALA : 1:50 INTEGRANTES PROYECTO: ESTRUCTURAL CONCRETO RCC = 250 Kg/cm2 ACERO Fy = 4200 Kg/cm2 DUQUE ALBA FREITEZ CARLOS ROJAS FABIOLA DESPIECES DE ESCALERA PISO 3 FECHA: 28/07/14 E-14 ESCALA : 1:25 INTEGRANTES PROYECTO: ESTRUCTURAL CONCRETO RCC = 250 Kg/cm2 ACERO Fy = 4200 Kg/cm2 DUQUE ALBA FREITEZ CARLOS ROJAS FABIOLA DESPIECES DE LOSAS DE TECHO FECHA: 28/07/14 E-7 ESCALA : 1:50 INTEGRANTES PROYECTO: ESTRUCTURAL CONCRETO RCC = 250 Kg/cm2 ACERO Fy = 4200 Kg/cm2 DUQUE ALBA FREITEZ CARLOS ROJAS FABIOLA DESPIECES DE ESCALERA PLANTA MEZANINA FECHA: 28/07/14 E-12 ESCALA : 1:25 INTEGRANTES PROYECTO: ESTRUCTURAL CONCRETO RCC = 250 Kg/cm2 ACERO Fy = 4200 Kg/cm2 DUQUE ALBA FREITEZ CARLOS ROJAS FABIOLA PLANTA PISO 3 ESCALA: 1:50 FECHA: 28/07/14 E-4 DESCRIPCION INTEGRANTES PROYECTO: ESTRUCTURAL CONCRETO RCC = 250 Kg/cm2 ACERO Fy = 4200 Kg/cm2 DUQUE ALBA FREITEZ CARLOS ROJAS FABIOLA PLANTA PISO 1 ESCALA: 1:75 FECHA: 28/07/14 E-2 DESCRIPCION INTEGRANTES PROYECTO: ESTRUCTURAL CONCRETO RCC = 250 Kg/cm2 ACERO Fy = 4200 Kg/cm2 DUQUE ALBA FREITEZ CARLOS ROJAS FABIOLA DESPIECES VIGAS AUXILIARES FECHA: 28/07/14 E-16 ESCALA : 1:50 4,05 ,30 ,15 ,30 ,30 ,30 ,30 ,15 ,1580 ,1550 ,1540 0.90 ,50 0.90 ,50 1,00 ,50 1,00 ,50 ,30 0.30 ,15 ,10 ,10 0.10 0.10 ,10 ,10 ,10 ,10 ,10 ,10 ,65 ,85 ,85 ,85 5,50 3,93 2,27 5,50 ,10 ,10 ,10 ,10 ,10 ,10 ,10 3,93 5,50 5,50 1,50 1,50 ,10 ,10 ,10 ,10 ,10 ,10 1,23 6,20 5,50 5,50 1,55 1,63 ,85 6,20 5,50 5,50 5,50 2,90 ,20 ,10 ,10 ,10 ,10 ,50 ,10 ,10 ,10 ,10 ,10 1,50 2,90 5,50 1,14 4,00 ,10 ,10 ,10 ,10 5,50 ,10 ,10 ,10 ,10 ,10 3,93 1,55 ,10 ,10 ,10 ,10 2,55 ,10 ,10 ,10 ,10 ,10 1,00 ,50 1,90 1,60 ,10 ,10 ,10 ,10 ,10 ,10 5,50 2,90 3,93 5,50 2,90 1,50 ,10 ,10 ,10 ,10 6,20 5,50 5,50 0.30 ,10 ,10 ,10 ,10 ,10 ,10 1,60 1,60 1,92 1,92 3,93 5,50 5,50 0.30 ,10 ,10 ,10 ,10 ,10 ,10 ,73 1,40 1,40 1,85 1,85 2,27 5,50 5,50 0.30 ,10 ,10 ,10 ,10 ,10 ,10 ,10 ,10 3,93 1,00 1,00 1,80 1,80 5,50 5,50 ,30 ,10 ,10 ,10 ,10 1,75 1,75 ,30 ,10 ,10 1,35 1,40 1,40 ,85 ,85 3,93 5,50 ,10 ,10 ,10 ,10 ,10 ,10 1,40 1,30 5,50 2,00 1,40 ,10 ,10 2,27 1,10 ,85 ,68 2,00 1,40 ,67 3,93 5,50 ,10 ,10 ,10 ,10 ,10 ,10 1,45 5,50 1,80 1,60 ,85 6,20 5,50 ,10 ,10 ,10 ,10 ,10 ,10 1,30 1,60 2,20 5,50 1,10 1,00 ,70 1,40 5,50 ,10 ,10 ,10 ,10 5,50 1,70 ,36 ,36 1,70 1,35 ,10 ,10 6,20 ,10 ,10 1,10 1,35 ,10 ,10 ,65 1,50 1,15 1,00 1,00 1,76 INTEGRANTES PROYECTO: ESTRUCTURAL CONCRETO RCC = 250 Kg/cm2 ACERO Fy = 4200 Kg/cm2 DUQUE ALBA FREITEZ CARLOS ROJAS FABIOLA PLANTA PISO 2 ESCALA: 1:50 FECHA: 28/07/14 E-3 DESCRIPCION INTEGRANTES PROYECTO: ESTRUCTURAL CONCRETO RCC = 250 Kg/cm2 ACERO Fy = 4200 Kg/cm2 DUQUE ALBA FREITEZ CARLOS ROJAS FABIOLA DESPIECES DE ESCALERA PISO 1 Y 2 FECHA: 28/07/14 E-13 ESCALA : 1:25 INTEGRANTES PROYECTO: ESTRUCTURAL CONCRETO RCC = 250 Kg/cm2 ACERO Fy = 4200 Kg/cm2 DUQUE ALBA FREITEZ CARLOS ROJAS FABIOLA DESPIECES DE LOSAS DE PISO 2 Y 3 FECHA: 28/07/14 E-10 ESCALA : 1:50 3,98 ,60 ,10 ,10 3,31 0.30 ,90 2,08 ,30 1,00 ,05 ,10 ,90 1,91 1,57 1,60 2,10 2,70 ,30 1,57 ,90 ,50 ,90 ,50 ,30 ,16 INTEGRANTES PROYECTO: ESTRUCTURAL CONCRETO RCC = 250 Kg/cm2 ACERO Fy = 4200 Kg/cm2 DUQUE ALBA FREITEZ CARLOS ROJAS FABIOLA PLANTA Y TECHO DE SALA DE MAQUINA Y CORTE A-A´ FECHA: 28/07/14 E-6 ESCALA : 1:50 INTEGRANTES PROYECTO: ESTRUCTURAL CONCRETO RCC = 250 Kg/cm2 ACERO Fy = 4200 Kg/cm2 DUQUE ALBA FREITEZ CARLOS ROJAS FABIOLA DESPIECES DE LOSAS DE MEZANINA FECHA: 28/07/14 E-8 ESCALA : 1:50 0.10 0.10 1,25 2,70 2,10 1,22 ,30 2,64 ,30 ,80 ,30 2,70 ,80 2,53 1,22 1,00 ,80 ,50 ,80 ,50 ,15 ,80 ,50 ,10 ,10 ,80 ,50 2,32 ,60 INTEGRANTES PROYECTO: ESTRUCTURAL CONCRETO RCC = 250 Kg/cm2 ACERO Fy = 4200 Kg/cm2 DUQUE ALBA FREITEZ CARLOS ROJAS FABIOLA DESPIECES DE LOSAS DE PISO 1 FECHA: 28/07/14 E-9 ESCALA : 1:50 INTEGRANTES PROYECTO: ESTRUCTURAL CONCRETO RCC = 250 Kg/cm2 ACERO Fy = 4200 Kg/cm2 DUQUE ALBA FREITEZ CARLOS ROJAS FABIOLA DESPIECES DE ESCALERA PLANTA BAJA FECHA: 28/07/14 E-11 ESCALA : 1:25 0.5 ,40 ,30 ,25 ,10 ,02 ,05 ,05 3,35 6,20 3,15 3,60 3,85 ,20 ,55 ,20 ,55 ,20 ,55 ,20 ,55 2,55 ,20 ,55 5,55 ,20 ,55 1,33 ,10 2,00 1,50 1,31 5,50 6,20 3,25 2,90 ,10 2,80 2,60 2,88 1,80 2,63 ,30 2,80 1 2 3 4 5 6 A B C D 7 8 5 5 5 6,80 5 5 5 6,20 5 5 Elevador COMERCIO PLANTA BAJA 2 3 4 5 6 7 B B 6,80 B B Elevador HOSPITAL PISO 2 A B C D 6,20 C D 2 3 4 5 6 7 B B 6,80 B B Elevador TECHO A B C D 6,20 C D 4 5 6,80 TECHO SALA MAQUINA A B C 6,20 C H1 2,50 H2 H2 4,00 1,40 2,80 Mezanine (Oficina accesoria) Planta baja (Comercios) Nivel 1 (Consulta) Nivel 2 (Hospitalizacion) Quirofanos, UIC etc. Techo Sala Maquina Techo Sala Maquina GEOMETRIA LATERAL ESCALERA PRINCIPAL ESCALERA PRINCIPAL PROYECTOS ESTRUCTURALES Asignación lapso 1 del 2014 Edif uso asistencial 1 2 3 4 5 6 A B C D 7 8 A B B 6,80 B B A 6,20 C D Elevador COMERCIO PLANTA BAJA ESCALERA PRINCIPAL 5 2 3 4 5 6 7 B B 6,80 B B Elevador CONSULTA PISO 1 A B C D 6,20 C D ESCALERA PRINCIPAL 2 3 4 5 6 7 B B 6,80 B B Elevador RECUPERACION PISO 3 A B C D 6,20 C D QUIROFANO QUIROFANO OTROS … UIC 1 2 3 4 5 6 A B C D 7 8 A B B 6,80 B B A 6,20 C D Elevador OFICINA MEZANINA ESCALERA PRINCIPAL ESCALERA PRIVADA 2 3 4 5 6 7 6,80 Elevador HOSPITAL PISO 2 5 5 5 5 5 5 2 3 4 5 6 7 6,80 Elevador TECHO A ESCALERA PRINCIPAL 5 5 5 5 LT-2 LT-2 LT-3 LT-5 LT-4 LE-11 5 LE-10 LE-12 LE-13 LE-10 3.93 3.93 2,27 5 LT-6 2 3 4 5 6 7 5 5 6,80 5 5 Elevador CONSULTA PISO 1 1 2 3 4 5 6 A B C D 7 8 6,80 3,93 Elevador OFICINA MEZANINA 5 5 5 5 5 5 5 5 LE-8 LE-8 LE-1 LE-2 LE-3 LE-1 LE-2 LE-3 LE-1 LE-2 LE-3 LE-1 LE-2 LE-3 LE-1 LE-2 LE-3 LE-1 LE-2 LE-3 LE-4 LE-5 5 3.93 LE-3 LE-6 7 8 5 5 5 LT-1 LT-1 LE-9 LE-6 LE-3 LE-7 ESCALERA PRINCIPAL Elevador PRINCIPAL 5 3.93 LE-7 ESCALERA PRINCIPAL LE-14 Nivel 1 (Consulta) Nivel 2 (Hospitalizacion) Laboratorios Farmacias 5 5 6,80 5 5 Elevador RECUPERACION 5 5 QUIROFANO QUIROFANO OTROS … UIC LE-11 LE-10 LE-12 LE-13 LE-10 LE-14 5 5 5 2,50 5 5 4,00 1,40 2,80 5 5 5 GEOMETRIA LATERAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALERA PRINCIPAL PRINCIPAL PRINCIPAL PRINCIPAL ESCALERA ESCALERA PRINCIPAL 5 5 1,35 1,35 1,35 5 d 3/8″ @ 8 cm \A1;1 \A1;1 \A1;2 d 3/8″ @ 12 cm 5 \A1;2 5 \A1;4 d 3/8″ @ 25 cm 5 5 5 \A1;4 \A1;3 \A1;6 \A1;5 \A1;5 5 5 d 3/8″ @ 25 cm 5 5 5 5 0.0999999999999943 \A1;6 d 3/8″ @ 10 cm 5 5 5 5 repartición d3/8″,c/15 \A1;1 \A1;2 \A1;4 \A1;5 \A1;6 \A1;3 repartición d3/8″,c/15 \A1;1 \A1;2 \A1;4 \A1;5 \A1;6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8″ @ 25 cm d 3/8″ @ 10cm d 3/8″ @ 8 cm d 3/8″ @ 25 cm d 3/8″ @ 10 cm 5 5 5 5 5 5 5 d 3/8″ @ 12 cm d 3/8″ @ 8 cm d 3/8″ @ 25 cm d 3/8″ @ 25 cm \A1;4 \A1;4 \A1;1 \A1;1 \A1;5 \A1;5 \A1;2 \A1;3 5 5 5 \A1;4 \A1;5 repartición d3/8″,c/15 \A1;2 \A1;3 \A1;6 \A1;2 \A1;6 \A1;1 5 \A1;4 \A1;1 \A1;5 5 5 5 5 5 5 5 d 3/8″ @ 25 cm d 3/8″ @ 8 cm d 3/8″ @ 25 cm \A1;3 5 d 3/8″ @ 10 cm 5 \A1;3 5 d 3/8″ @ 10 cm 5 \A1;3 5 d 3/8″ @ 10 cm 5 \A1;3 5 d 3/8″ @ 10 cm 5 5 0.0999999999999943 0.0499999999999545 d 3/8″ @ 10 cm 5 0.0999999999999943 0.0499999999999545 d 3/8″ @ 10 cm 5 5 5 5 \A1;3 \A1;6 \A1;4 \A1;2 \A1;5 \A1;1 \A1;7 \A1;7 \A1;7 \A1;4 \A1;1 5 0.0999999999999943 0.0499999999999545 d 3/8″ @ 10 cm \A1;3 5 d 3/8″ @ 10 cm 5 \A1;3 5 d 3/8″ @ 10 cm 5 5 0.0999999999999943 0.0499999999999545 d 3/8″ @ 10 cm \A1;6 \A1;5 d 3/8″ @ 25 cm d 3/8″ @ 8 cm d 3/8″ @ 25 cm d 3/8″ @ 10 cm 5 5 5 5 5 5 5 5 5 5 \A1;6 d 3/8″ @ 10 cm 5 5 \A1;6 d 3/8″ @ 10 cm 5 5 \A1;6 \A1;4 \A1;2 \A1;5 \A1;1 \A1;7 \A1;3 \A1;5 \A1;2 \A1;6 \A1;4 \A1;1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8″ @ 8 cm d 3/8″ @ 25 cm d 3/8″ @ 10cm d 3/8″ @ 25 cm d 3/8″ @ 10 cm 5 5 2 3 4 5 6 7 6,80 5 5 5 5 PRINCIPAL 4 5 6,80 SALA MÁQUINA A B 6,20 ESCALERA 4 5 6,80 TECHO SALA A B 6,20 LM-1 LT-7 5 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VC30X60 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X45 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VS30X55 VC30X60 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 VA20X55 A´´ A´ 4´ 4´ 4´ 4´ 4´ ,92 5 A B C D 3,93 5 A´´ A´ ,92 5 A B C D 3,93 A´´ A´ ,92 5 B C D ,92 5 A A´´ A´ 5 PISO 3 5 5 B C D 3,93 3,93 5 A A´´ A´ .92 3,93 VC30X60 VC30X60 VS30X55 VS30X55 VC30X60 VC30X60 VS30X55 VS30X55 5 5 5 5 5 5 5 5 5 \A1;3 5 d 3/8″ @ 10 cm 5 \A1;3 5 d 3/8″ @ 10 cm 5 \A1;3 5 d 3/8″ @ 10 cm 5 \A1;3 5 d 3/8″ @ 10 cm 5 5 5 repartición d3/8″,c/15 repartición d3/8″,c/15 repartición d3/8″,c/15 5 5 5 5 5 5 5 5 5 5 B C LE-1 NERVADA: E = 30 cm 5 C’ 5 1 d 3/8″ x 8.90 0.20 0.20 5 1 d 1/2″ x 4.00 1 d 3/8″ x 3.80 1 d 1/2″ x 3.80 5 5 5 5 5 1 d 1/2″ x 1.20 1 d 3/8″ x 1 0.20 0.20 5 5 5 5 5 As Sup. As Inf. 5 5 5 1 d 1/2″ x 10.35 0.20 0.20 1 d 1/2″ x 2.4 5 1 d 1/2″ x 5.85 1 d 3/8″ x 5.85 5 5 5 5 5 5 0.20 0.20 1 d 1/2″ x 11.6 1 d 1/2″ x 1.20 0.20 2 d 1/2″ x 4.00 5 5 5 5 5 As Sup. As Inf. 1 d 3/8″ x 9.85 1 d 3/8″ x 3.60 5 As Sup. As Inf. 5 1 d 3/8″ x 2.40 0.20 1 d 1/2″ x 1.20 0.20 1 d 1/2″ x 1.20 0.20 1 d 3/8″ x 1 1 d 3/8″ x 1 0.20 1 d 3/8″ x 3 1 d 1/2″ x 3 1 d 3/8″ x 3 1 d 1/2″ x 3 5 5 5 5 5 As Sup. As Inf. 5 5 5 5 5 5 5 1 d 3/8″ x 12 0.20 0.20 0.20 1 d 3/8″ x 2.65 0.20 1 d 3/8″ x 1 1 d 3/8″ x 3 1 d 1/2″ x 3 1 d 3/8″ x 5.70 1 d 1/2″ x 5.70 5 5 5 5 5 As Sup. As Inf. 5 5 5 0.20 1 d 1/2″ x 12 0.20 1 d 1/2″ x 6.65 5 1 d 3/8″ x 1.50 1 d 1/2″ x 1.30 0.20 1 d 1/2″ x 1.20 0.20 1 d 3/8″ x 2.40 1 d 1/2″ x 2.40 1 d 3/8″ x 1 1 d 1/2″ x 1 1 d 1/2″ x 3.30 1 d 1/2″ x 3.30 5 5 5 5 5 As Sup. As Inf. 5 0.20 1 d 1/2″ x 12 0.20 1 d 1/2″ x 6.65 1 d 3/8″ x 2.40 1 d 1/2″ x 1.30 0.20 1 d 1/2″ x 1.20 0.20 5 5 5 5 5 5 0.20 1 d 1/2″ x 6.50 1 d 3/8″ x 3.55 1 d 1/2″ x 1.20 0.20 1 d 1/2″ x 2.65 1 d 1/2″ x 2.65 5 5 5 1 d 1/2″ x 9.85 0.20 5 1 d 3/8″ x 3 1 d 1/2″ x 3 5 0.20 1 d 3/8″ x 1 5 5 5 5 5 As Sup. As Inf. 5 0.20 1 d 1/2″ x 12 0.20 1 d 1/2″ x 6.65 1 d 1/2″ x 1.30 0.20 1 d 1/2″ x 1.20 0.20 5 1 d 3/8″ x 2.50 1 d 1/2″ x 3.75 1 d 3/8″ x 3.75 1 d 1/2″ x 3.25 1 d 3/8″ x 3.25 B C C’ B C D B C C’ B C C’ A B C D A´´ A´´ A´´ A B C D A B C D B C D A´´ 5 5 5 5 5 5 5 5 5 As Sup. As Inf. LE-2 NERVADA: E = 30 cm LE-3 NERVADA: E = 30 cm LE-4 NERVADA: E = 30 cm LE-5 NERVADA: E = 30 cm LE-6 NERVADA: E = 30 cm LT-1 NERVADA: E = 30 cm LE-9 NERVADA: E = 30 cm LE-8 NERVADA: E = 30 cm 5 5 1 d 3/8″ x 4 2 d 1/2″ x 3.80 2 d 1/2″ x 3.30 5 5 5 5 5 5 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 5 5 5 5 Est. d 5.20 mm @ 0.125 m Est. d 5.20 mm @ 0.125 m Est. d 5.20 mm @ 0.125 m A B C D As Sup. As Inf. 1 d 1/2″ x 1.30 0.20 1 d 1/2″ x 3.80 1 d 1/2″ x 3.30 1 d 1/2″ x 1.20 LT-2 NERVADA: E = 30 cm 5 5 5 0.2999999999999545 5 5 5 5 5 5 5 1 d 3/8″ x 3.80 5 5 1 d 3/8″ x 3.30 5 0.20 0.20 0.20 A B C D As Sup. As Inf. 1 d 3/8″ x 1.00 0.20 1 d 1/2″ x 2.80 1 d 1/2″ x 1.20 1 d 3/8″ x 12.00 1 d 3/8″ x 4.00 LT-3 NERVADA: E = 30 cm 5 5 5 0.2999999999999545 5 5 5 5 5 5 1 d 3/8″ x 2.80 0.20 0.20 0.20 5 5 5 1 d 1/2″ x 3.40 1 d 3/8″ x 3.40 5 5 A B C D As Sup. As Inf. 1 d 1/2″ x 1.00 0.20 1 d 1/2″ x 2.70 1 d 1/2″ x 3.50 1 d 1/2″ x 1.20 LT-4 NERVADA: E = 30 cm 5 5 5 0.2999999999999545 5 5 5 5 5 5 1 d 3/8″ x 3.50 0.20 0.20 0.20 5 5 5 5 5 5 5 1 d 3/8″ x 2.70 B C D As Sup. As Inf. 1 d 1/2″ x 3.50 1 d 1/2″ x 1.20 1 d 1/2″ x 11.60 LT-5 NERVADA: E = 30 cm 5 5 5 5 5 5 5 1 d 3/8″ x 3.50 0.20 0.20 0.20 1 d 1/2″ x 1.20 0.20 5 5 A A A As Sup. As Inf. LT-6 NERVADA: E = 30 cm 5 5 5 0.20 1 d 3/8″ x 2.20 0.20 5 1 d 1/2″ x 2.00 1 d 3/8″ x 2.00 0.20 1 d 3/8″ x 2.20 0.20 5 5 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 1 d 1/2″ x 12.00 1 d 1/2″ x 6.65 5 1 d 1/2″ x 12.00 1 d 1/2″ x 6.65 5 A B C D 0.30 As Sup. As Inf. 1 d 1/2″ x 1.30 0.20 2 d 1/2″ x 3.80 1 d 1/2″ x 3.40 1 d 1/2″ x 1.20 1 d 1/2″ x 12.00 1 d 1/2″ x 6.65 LE-10 NERVADA: E = 30 cm 5 5 5 5 5 5 5 5 5 1 d 1/2″ x 3.60 5 1 d 3/8″ x 4.00 5 5 5 5 1 d 3/8″ x 3.40 5 5 0.20 0.20 0.20 A´´ B C D 0.30 As Sup. As Inf. 1 d 3/8″ x 1.00 0.20 1 d 1/2″ x 2.10 2 d 1/2″ x 3.40 1 d 1/2″ x 1.20 1 d 3/8″ x 12.00 1 d 3/8″ x 4.15 LE-11 NERVADA: E = 30 cm 5 5 5 5 5 5 5 5 5 5 1 d 1/2″ x 3.70 5 5 5 0.20 0.20 0.20 A B C D 0.30 As Sup. As Inf. 1 d 1/2″ x 1.00 0.20 1 d 1/2″ x 2.70 2 d 1/2″ x 3.40 1 d 1/2″ x 1.20 1 d 1/2″ x 12.00 1 d 1/2″ x 6.65 LE-12 NERVADA: E = 30 cm 5 5 5 5 5 5 5 5 1 d 3/8″ x 2.20 5 5 5 5 5 0.20 0.20 0.20 5 5 A´´ 5 5 5 5 1 d 1/2″ x 2.10 5 5 1 d 3/8″ x 2.10 1 d 3/8″ x 2.10 1 d 3/8″ x 2.70 B C D As Sup. As Inf. 1 d 1/2″ x 1.20 0.20 1 d 1/2″ x 3.40 1 d 1/2″ x 1.20 1 d 3/8″ x 3.40 LE-13 NERVADA: E = 30 cm 5 5 5 5 5 5 5 0.20 0.20 0.20 5 1 d 3/8″ x 3.40 5 5 2 d 3/8″ x 3.40 1 d 3/8″ x 11.60 A A´ 0.30 As Sup. As Inf. 1 d 3/8″ x 2.20 0.20 LE-14 NERVADA: E = 30 cm 5 5 5 0.20 0.20 0.20 1 d 3/8″ x 2.20 A B 0.30 As Sup. As Inf. 1 d 1/2″ x 1.30 0.20 LT-7 NERVADA: E = 30 cm 5 5 5 0.20 1 d 1/2″ x 1.30 0.20 0.20 1 d 3/8″ x 4.00 1 d 1/2″ x 6.80 5 0.30 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 4 d 1/2″ 5 Est. d 5.20 mm @ 0.125 m Est. d 5.20 mm @ 0.125 m Est. d 5.20 mm @ 0.125 m Est. d 5.20 mm @ 0.125 m Est. d 5.20 mm @ 0.125 m 4´´ A A´ 0.30 As Sup. As Inf. 1 d 3/8″ x 2.20 0.20 LE-7 NERVADA: E = 30 cm 5 5 5 0.20 0.20 0.20 1 d 3/8″ x 2.20 C 5 5 5 5 5 5 0.20 0.20 0.20 \A1;2 d 3/8″ @ 10cm 5 5 \A1;7 \A1;1 \A1;2 \A1;4 \A1;3 \A1;5 \A1;6 repartición d3/8″,c/15 \A1;2 \A1;4 \A1;1 \A1;5 \A1;6 5 5 d 3/8″ @ 10cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8″ @ 25 cm d 3/8″ @ 8 cm d 3/8″ @ 25 cm d 3/8″ @ 10 cm \A1;3 5 d 3/8″ @ 10 cm 5 \A1;3 5 d 3/8″ @ 10 cm 5 5 5 5 5 \A1;7 PISO 3 PISO 1 Y 2 MEZANINA PLANTA BAJA \A1;1 \A1;2 \A1;4 \A1;3 \A1;5 \A1;6 repartición d3/8″,c/15 \A1;2 \A1;4 \A1;1 \A1;5 \A1;6 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8″ @ 15 cm d 3/8″ @ 8 cm d 3/8″ @ 25 cm d 3/8″ @ 25 cm d 3/8″ @ 10 cm 5 \A1;3 5 d 3/8″ @ 10 cm 5 \A1;3 5 d 3/8″ @ 10 cm 5 5 5 5 \A1;3 5 d 3/8″ @ 10 cm 5 \A1;3 5 d 3/8″ @ 10 cm 5 5 5 \A1;2 d 3/8″ @ 15 cm 5 5 A A´ 0.5 Loseta Malla electrosoldada 6X6″ DETALLE DE LOSA 5 5 5 5 5 pendiente Friso 2cm 5 5 1 4 4´´ 0.20 As Sup. As Inf. 0.12 LM-1 MACIZA: E = 20 cm 5 0.12 0.12 0.12 1 d 1/2″ x 3.75 c/10 cm 1 d 3/8″ x 1.00 c/25 cm 1 d 3/8″ c/15 cm ACERO PRINCIPAL INFERIOR ACERO PRINCIPAL SUPERIOR ACERO DE RETRACCION Y TEMPERATURA DETALLE DE LOSA NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT NT MAQUINA CORTE A-A´ \A1;7 \A1;7 4 4´ \A1;AS 2 d 5/8″ x 4.55 2 d 5/8″ x 4.55 4´ 5 \A1;AS Viga Auxiliar A´´ Viga Auxiliar A´ 2 d 5/8″ x 3.80 2 d 5/8″ x 3.80 \A1;AS B A 5 2 d 5/8″ x 6.90 1 d 3/4″ x 6.90 2 d 5/8″ x 6.90 Viga Auxiliar 4´ 5 4 4´´ \A1;AS Viga Auxiliar Sala Maquinas 5 5 2 d 5/8″ x 4.30 2 d 3/4″ x 4.30 4 d 5/8″ EST. d 3/8″ 5 5 4 d 5/8″ EST. d 3/8″ 5 5 2 d 3/4″ EST. d 3/8″ 5 5 2 d 5/8″ EST. d 3/8″ 5 5 2 d 5/8″ 2 d 5/8″ 1 d 3/4″ 1 1´ \A1;AS 2 d 5/8″ x 3.25 2 d 5/8″ x 3.25 Viga Auxiliar C´ 5 2 d 5/8″ EST. d 3/8″ 5 5 1 1´ \A1;AS 2 d 5/8″ x 6.25 2 d 3/4″ x 6.25 Viga Auxiliar 1´ 5 2 d 3/4″ EST. d 3/8″ 5 5 2 d 5/8″ 2 d 5/8″ d 3/8″@ 13cm d 3/8″@ 25cm d 3/8″@ 13cm d 3/8″@ 25cm d 3/8″@ 13cm d 3/8″@ 25cm d 3/8″@ 13cm d 3/8″@ 25cm d 3/8″@ 13cm d 3/8″@ 25cm d 3/8″@ 13cm d 3/8″@ 25cm d 3/8″@ 13cm 5 5 5 5 5 5 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.20 0.20 5 NT NT NT NT NT NT NT 5 5 5 5 5 5 5 5 5 5 INTEGRANTES PROYECTO: ESTRUCTURAL CONCRETO RCC = 250 Kg/cm2 ACERO Fy = 4200 Kg/cm2 DUQUE ALBA FREITEZ CARLOS ROJAS FABIOLA PLANTA MEZANINA ESCALA: 1:75 FECHA: 28/07/14 E-1 DESCRIPCION