Sections Of Unloaded Slab With Pre Tense Joist DWG Section for AutoCAD

Model sections unloaded slab with pre tense joists

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

Concrete solutions, Firth, Beam, Beam, Beam, scale, Concrete beam sill, Detail of joist support in, Beam width, Firth, joist, Of slab, Additional: diffused overhead, Lightened, Floor formwork, Solid slab, mesh, mesh, Solid slab, Esc., Esc., Lightened detail, Lightened detail, Esc., Prestressed joist, Slab of cm, Prestressed joist, complement, complement, Beams cm., Concrete slab f’c, Negative steel, In two senses in the last ceiling., Coatings, Slab cm., Set temperature mesh, Standard hooks, series, general specifications, Lightened detail, Slab of cm, Prestressed joist, for, complement, Flat beam, Joist joist, Support detail of, Beam width, Joist firth, slab, elements, The bulbs as, On each joist, Cm are placed, In floor beams block, Bearing detail, Of slab, Firth, joist, scale, Concrete beam sill, Detail of joist support in, Beam width, Firth, joist, Of slab, General plans, Fpu, Use stone, Commonly known as stone of, Slump design max:, Depending on the density of the steel, The slump should be released with, Superplasticizing additives.

Raw text data extracted from CAD file:

SOLUCIONES EN CONCRETO Firth \A1;.15 \A1;.20 \A1;Ancho de Viga \A1;.05 a.10 \A1;.05 \A1;1.88 \A1;2.31 \A1;.60 \A1;2.63 \A1;.48 \A1;.48 \A1;.48 \A1;.25 \A1;.25 \A1;2.33 \A1;.48 \A1;2.51 \A1;.20 \A1;.20 \A1;.48 \A1;.48 \A1;.40 \A1;.45 \A1;.45 \A1;.40 \A1;.48 \A1;.48 \A1;2.31 \A1;3.48 \A1;.48 \A1;.48 \A1;0.50m \A1;.39 \A1;0.50m \A1;.39 \A1;.05 \A1;.15 \A1;.11 \A1;.20 \A1;.05 \A1;.11 \A1;.11 \A1;.20 \A1;.11 \A1;.25 \A1;2.33 \A1;.40 \A1;.48 \A1;.18 \A1;.40 \A1;.18 \A1;.18 \A1;.40 \A1;.48 \A1;.48 \A1;2.51 \A1;.48 \A1;.18 \A1;.40 \A1;.39 \A1;0.50m \A1;.12 \A1;.11 \A1;.05 \A1;.11 \A1;.17 \A1;Ancho de Viga \A1;.07 a.10 \A1;.14ó.19 \A1;.05 \A1;.12 \A1;.05 \A1;.19 \A1;.15 \A1;.20 \A1;Ancho de Viga \A1;.05 a.10 \A1;.10 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; .15 .20 ESCALA 1/12.5 SOLERA O VIGA DE CONCRETO DETALLE DE APOYO DE VIGUETA EN Ancho de Viga FIRTH VIGUETA .05 a.10 5 d DE LOSA ADICIONAL: SOBRECARGA DE TABIQUERíA DIFUNDIDA ALIGERADO h=0.20m, S/C. 200 Kg/m2 ENCOFRADO TECHO 1° PISO 3 5 VA-1 (.25x.50) VA-1 (.25x.50) 5 5 2 5 2 .25x.50 5 d3/8″ .25x.50 D 2 V104 5 d3/8″ 3 V104 5 d3/8″ 3 V104 3 5 5 5 1d5/8″(arriba y abajo) 2 4A 4 Losa Maciza h=.20 Malla d3/8″@.20(arriba) Malla d3/8″@.20(abajo) .25x.50 C 5 d3/8″ 2 A B 5 5 VT-5 VA-2 (.25x.40) VA-4 (.25x.40) A 5 5 d3/8″ d3/8″ 5 VA-2 (.25x.40) V-101 (.25x.50) Malla d3/8″@.20(arriba) Malla d3/8″@.20(abajo) h=.20 Losa Maciza V101 V101 V101 V101 V101 V101 V101 V102 d3/8″ 5 VT-4 d3/8″ 5 d3/8″ 5 5 d3/8″ V102 d3/8″ 5 VA-3 (.25x.50) 5 d3/8″ V104 V-101 (.25x.50) ESC. 1/10 5 VA-4 (.25x.50) VA-1 (.25x.50) 5 V104 d3/8″ 5 4 d3/8″ 3 5 5 ó 420 Kg/cm2 0.50m ESC. 1/10 DETALLE DE ALIGERADO H=.25 .39 0.50m DETALLE DE ALIGERADO H=.20 ESC. 1/10 5 fc=350 Kg/cm2 ó 420 Kg/cm2 .05 .15 VIGUETA PRETENSADA .11 LOSA DE 5 cm LOSA DE 5 cm fc= 210 kG/cm2 VIGUETA PRETENSADA fc=350 Kg/cm2 5 5 5 D .11 .20 COMPLEMENTO d1/4″@.25 d1/4″@.25 5 COMPLEMENTO 5 VIGAS 4.0 cm. CONCRETO LOSA f’c = V102 V104 ACERO NEGATIVO EN DOS SENTIDOS EN EL ULTIMO TECHO. RECUBRIMIENTOS LOSA 2.0 cm. COLOCAR MALLA DE TEMPERATURA GANCHOS ESTANDAR SERIE ESPECIFICACIONES GENERALES 5 d1/2″ 5 V102 V-102 (.25x.50) VA-8 (.60x.20) 5 d3/8″ d3/8″ VA-2 (.25x.50) 5 5 5 5 d1/2″ 5 V-102 (.25x.50) VA-4 (.25x.50) 5 d3/8″ V104 5 d3/8″ 5 d3/8″ VA-3 (.25x.50) d3/8″ 3 5 5 5 5 DETALLE DE ALIGERADO H=.17 0.50m fc= 210 kG/cm2 LOSA DE 5 cm 5 VIGUETA PRETENSADA ó 420 Kg/cm2 fc=350 Kg/cm2 5 5 C PARA d1/2″ PARA d3/8″ d1/4″@.25 COMPLEMENTO 5 5 O VIGA CHATA VIGUETA EN SOLERA DETALLE DE APOYO DE Ancho de Viga .07 a.10 A B DIST/VIGUETAS V101 VIGUETA FIRTH LOSA 15 cm 12 cm elementos distanciadores) las bovedillas como SOBRE CADA VIGUETA fc (kg/cm2) 350 350 420 50 cm ( Se colocan <>ó.19 EN SOLERA O VIGA DE BLOQUES DETALLE DE APOYO DE VIGUETA 5 .12 5 d DE LOSA FIRTH VIGUETA 5 .15 .20 ESCALA 1/12.5 SOLERA O VIGA DE CONCRETO DETALLE DE APOYO DE VIGUETA EN Ancho de Viga FIRTH VIGUETA .05 a.10 5 d DE LOSA PLANOS GENERALES (EJEMPLO) V100 350 fpu (kg/cm2) 18000 18000 18000 18000 USAR PIEDRA #67 (ASTM) O PIEDRA DE 1/2″(TMN), COMUNMENTE CONOCIDA COMO PIEDRA DE 1/2″. SLUMP DE DISEÑO MAX: 3″ Según la densidad del acero el slump se deberá soltar con aditivos superplastificantes.