Plane Flagstone DWG Plan for AutoCAD

Structural plan with iron form a flat slab

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

kind, dimensions, observations, rods, longit, develop, gcho, sheet of irons, central university of ecuador, civil Engineering, reinforced concrete, structural plan, Contains: flat slab design, sanango fernandez ivan, course: escs: indicated, date: may, municipal seals, Technical specifications, slab, cut, esc:, kind, material summary, steel, volume of concrete, bending types, spare ped ped, spare ped, members: benavides romero luis, number of blocks, units, tom ped of mc, cut, esc:, plant, esc:, ped of, spare ped, spare ped of mc, spare ped, there is a ped, tomo ped de mc tomo ped de mc, spare ped, as temperature, cut, esc:, cut, esc:, kind, dimensions, observations, rods, longit, develop, gcho, sheet of irons, central university of ecuador, civil Engineering, reinforced concrete, structural plan, Contains: flat slab design, sanango fernandez ivan, course: escs: indicated, date: may, municipal seals, Technical specifications, slab, kind, material summary, steel, volume of concrete, bending types, spare ped ped, spare ped, members: benavides romero luis, number of blocks, units, tom ped of mc, ped of, spare ped, spare ped of mc, spare ped, there is a ped, tomo ped de mc tomo ped de mc, spare ped

Raw text data extracted from CAD file:

5,5m 4,5m 5,5m 4,5m 5,5m 4,5m 0,4m 0,4m 3,1m 1,8m 3m 0,6m 3,2m A 101 102 103 201 Mc d (mm) Tipo Dimensiones a b Nº Observaciones Varillas Longit Desarr Gcho Nº PLANILLA DE HIERROS UNIVERSIDAD CENTRAL DEL ECUADOR INGENIERÍA CIVIL HORMIGON ARMADO 1 PLANO ESTRUCTURAL Contiene:Diseño de losa plana ,Planilla de hierros,Cortes Sanango Fernandez Ivan CURSO: 4to. 2do. ESCS: Indicadas FECHA: Mayo 2002 SELLOS MUNICIPALES ESPECIFICACIONES TÉCNICAS LOSA CORTE A-A Esc: 1 25 TIPO C TIPO H a b RESUMEN DE MATERIALES ACERO 149 d12 mm VOLUMEN DE HORMIGON 39 m3 fc = 240 Kg/cm2 Fy = 3500 Kg/cm2 TIPOS DE DOBLADO a 12 12 12 202 203 204 12 14 12 14 H H H C C C C 85 48 37 46 48 84 92 10 4.5 5.5 1.0 1.0 2.10 2.10 10.30 4.80 5.80 1.40 1.40 2.50 2.50 85 6 Sobra 18 ped de 0.40 +1 ped de 6.20 m Sobra 6 ped de 0.80 m Sobra 21 ped de 2 m 23 2x.15 2x.15 2x.20 2x.25 2x.25 Integrantes: Benavides Romero Luis 205 206 14 12 C C 44 38 1.5 1.5 2.0 2.0 4 21 2x.15 2x.20 33 d 14 mm NUMERO DE BLOQUES 1296 UNIDADES 2x.20 2x.20 19 Tomo 1 ped de Mc 204 CORTE B-B Esc: 1 25 5 5 5 5 5 5 B C D 1 2 3 4 PLANTA Esc: 1 50 B B A A 24 Sobra85 ped de 1.70 m Sobra 39 ped de 1.70 m Sobra 24 ped de 2.40 m Sobra 7 ped de 2.40 m Sobra 46 ped de 1.70, Mc 101 Sobra 43 ped de 1.30 m Sobra 23 ped de 2 m Sobra un ped de 6m Tomo 21 ped de Mc 203, Tomo 17 ped de Mc 102 Sobra 17 ped de 0.40 Mc 101 37d12mm Mc 103 37d12mm Mc 202 24d14mm Mc 201 23d12mm Mc 204 24d14mm Mc 203 23d12mm Mc 202 24d14mm Mc 201 23d12mm Mc 204 22d14mm Mc 203 19d12mm Mc 205 22d14mm Mc 206 19d12mm Mc 102 48d12mm Mc 101 48d12mm Mc 205 22d14mm 19d12mm Mc 206 Mc 203 19d12mm Mc 204 22d14mm Mc 204 24d14mm Mc 203 23d12mm 1d12mm@50cm Mc206 1d10mm@17cm As temperatura 1d12mm@50cm Mc203 1d12mm@50cm Mc203 1d12mm@50cm Mc206 1d10mm@50cm Mc 103 Mc 101 1d12mm@50cm Mc 101 1d12mm@50cm Mc 102 1d12mm@50cm 1d12mm@50cm Mc206 1d14mm@50cm Mc204 Mc 101 1d12mm@50cm Mc 101 1d12mm@50cm Mc 102 1d12mm@50cm 1d14mm@50cm Mc204 1d12mm@50cm Mc203 1d14mm@50cm Mc204 1d14mm@50cm Mc204 1d12mm@50cm Mc206 1d12mm@50cm Mc203 CORTE A-A Esc: 1 25 CORTE B-B Esc: 1 25 1d12mm@50cm Mc206 1d12mm@50cm Mc203 1d12mm@50cm Mc203 1d12mm@50cm Mc206 Mc 101 1d12mm@50cm Mc 101 1d12mm@50cm Mc 102 1d12mm@50cm 1d12mm@50cm Mc206 1d14mm@50cm Mc204 Mc 101 1d12mm@50cm Mc 101 1d12mm@50cm Mc 102 1d12mm@50cm 1d14mm@50cm Mc204 1d12mm@50cm Mc203 1d14mm@50cm Mc204 1d14mm@50cm Mc204 1d12mm@50cm Mc206 1d12mm@50cm Mc203 5 5 101 102 103 201 Mc d (mm) Tipo Dimensiones a b Nº Observaciones Varillas Longit Desarr Gcho Nº PLANILLA DE HIERROS UNIVERSIDAD CENTRAL DEL ECUADOR INGENIERÍA CIVIL HORMIGON ARMADO 1 PLANO ESTRUCTURAL Contiene:Diseño de losa plana ,Planilla de hierros,Cortes Sanango Fernandez Ivan CURSO: 4to. 2do. ESCS: Indicadas FECHA: Mayo 2002 SELLOS MUNICIPALES ESPECIFICACIONES TÉCNICAS LOSA TIPO C TIPO H a b RESUMEN DE MATERIALES ACERO 149 d12 mm VOLUMEN DE HORMIGON 39 m3 fc = 240 Kg/cm2 Fy = 3500 Kg/cm2 TIPOS DE DOBLADO a 12 12 12 202 203 204 12 14 12 14 H H H C C C C 85 48 37 46 48 84 92 10 4.5 5.5 1.0 1.0 2.10 2.10 10.30 4.80 5.80 1.40 1.40 2.50 2.50 85 6 Sobra 18 ped de 0.40 +1 ped de 6.20 m Sobra 6 ped de 0.80 m Sobra 21 ped de 2 m 23 2x.15 2x.15 2x.20 2x.25 2x.25 Integrantes: Benavides Romero Luis 205 206 14 12 C C 44 38 1.5 1.5 2.0 2.0 4 21 2x.15 2x.20 33 d 14 mm NUMERO DE BLOQUES 1296 UNIDADES 2x.20 2x.20 19 Tomo 1 ped de Mc 204 24 Sobra85 ped de 1.70 m Sobra 39 ped de 1.70 m Sobra 24 ped de 2.40 m Sobra 7 ped de 2.40 m Sobra 46 ped de 1.70, Mc 101 Sobra 43 ped de 1.30 m Sobra 23 ped de 2 m Sobra un ped de 6m Tomo 21 ped de Mc 203, Tomo 17 ped de Mc 102 Sobra 17 ped de 0.40 5 5 5 5 5