Ribbed Slab – Details DWG Detail for AutoCAD

Analysis of ribbed slab, with details of veins, and signaling their types

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

north, autonomous University, from Guadalajara, observations, draft, student, arq.berenice segovia ponce, arq. marcela zurita macías valadez, monserrat ledesma tavera, sport Center, integral design workshop, architectural, scale, date, September of, do not. flat, volumetric weight of, main veins, adjacent ribs, secondary central ribs, green with yellow perimerals, iii, vii, viii, xii, autonomous University, from Guadalajara, observations, draft, student, ing. jesus manuel mendoza p., monserrat ledesma tavera, slab calculation, structural analysis, architectural, scale, date, February, do not. flat, teacher, main veins, main veins, adjacent ribs, secondary central ribs, board, proposal of assembly for axle, vars, compression layer, proposal of assembly for axle, vars, compression layer, long-term proposal of the central fringes, vars, var, vars, compression layer, var, proposed major ribs, proposed adjacent ribs, compression layer, vars, var, do not. dipstick, in., area

Raw text data extracted from CAD file:

0.15 0.15 0.60 0.40 0.30 0.20 0.15 0.15 0.60 0.40 0.30 0.20 0.15 0.15 0.60 0.40 0.30 0.20 0.15 0.15 0.60 0.40 0.30 0.20 7.50 6.00 6.00 7.50 6.00 6.00 6.00 27.00 18.00 NORTE Universidad Autonoma de Guadalajara OBSERVACIONES PROYECTO ALUMNO ARQ.Berenice Segovia Ponce ARQ. Marcela Zurita Macías Valadez MONSERRAT LEDESMA TAVERA CENTRO DEPORTIVO TALLER INTEGRAL DEL DISEÑO ARQUITECTONICO I ESCALA 1:1000 3010 FECHA SEPTIEMBRE DE 2011 NO. PLANO A00-1 0.15 0.15 0.60 0.40 0.30 0.20 0.15 0.15 0.60 0.30 0.60 0.20 0.60 0.10 0.30 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.60 0.30 0.60 0.10 0.40 0.15 0.15 0.15 0.15 0.60 0.30 0.60 0.20 0.15 0.15 0.60 0.40 0.30 0.20 0.60 0.10 0.30 0.10 0.60 0.10 0.40 0.15 0.15 0.10 0.60 0.10 0.60 0.10 0.60 0.30 0.60 0.15 0.15 0.60 0.40 0.30 0.20 0.15 0.15 0.60 0.40 0.30 0.20 0.30 0.30 0.06 0.30 0.30 0.06 0.06 0.30 0.36 0.10 0.30 0.30 0.06 0.06 0.30 0.20 0.36 0.15 0.15 0.60 0.40 0.30 0.20 A=13.50 M² A=9.00 M² PESO VOLUMETRICO DEL CONCRETO= 2400 Kg/ M³ Ó 2.4 TON/M³ 0.15 0.15 0.60 0.40 0.30 0.20 0.15 0.15 0.60 0.40 0.30 0.20 0.15 0.15 0.60 0.40 0.30 0.20 NERVADURAS PRINCIPALES NERVADURAS ADYACENTES NERVADURAS CENTRALES O SECUNDARIAS VERDE CON AMARILLO NERVADURAS PERIMERALES 5 5 5 5 5 5 5 5 5 I II III IV V IX VI VII VIII X XI XII 1 2 3 4 5 A B C D Universidad Autonoma de Guadalajara OBSERVACIONES PROYECTO ALUMNO ING. JESUS MANUEL MENDOZA P. MONSERRAT LEDESMA TAVERA CALCULO DE LOSA ANALISIS ESTRUCTURAL ARQUITECTONICO I ESCALA 6510 FECHA FEBRERO 2013 NO. PLANO A00-1 PROFESOR 0.15 0.15 0.60 0.40 0.30 0.20 NERVADURAS PRINCIPALES 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.15 0.15 0.60 0.40 0.30 0.20 NERVADURAS PRINCIPALES 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.15 0.15 0.60 0.40 0.30 0.20 NERVADURAS ADYACENTES 0.15 0.15 0.60 0.40 0.30 0.20 NERVADURAS CENTRALES O SECUNDARIAS TABLERO 1 PROPUESTA DE ARMADO PARA EJE 1 4 vars #3 0.30 0.30 0.06 CAPA DE COMPRESION PROPUESTA DE ARMADO PARA EJE 2 0.30 0.30 0.06 3 vars #3 CAPA DE COMPRESION PROPUESTA DE SENTIDO LARGO DE LAS FRANJAS CENTRALES 0.06 0.30 0.36 0.10 2 vars #3 E@15cm var #2.5 E@15cm var #2.5 4 vars #3 0.30 0.30 0.06 CAPA DE COMPRESION E@15cm var #2.5 PROPUESTA DE NERVADURAS PRINCIPALES 0.06 0.30 0.20 0.36 PROPUESTA DE NERVADURAS ADYACENTES CAPA DE COMPRESION 3 vars #3 E@15cm var #2.5 NO. VARILLA PULG. AREA 2 2.5 3 4 5 6 8 1/4 5/16 3/8 1/2 5/8 3/4 1 0.32 0.49 0.71 1.27 1.99 2.87 5.07