Concrete Steps Structural Details DWG Detail for AutoCAD

Concrete Structural Details Steps

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

av. university, gunsmith, bolivia, gunsmith, av. America, Versailles, antonio de ulloa, rafael de soto, twenty-two, central University, valdez, santillan, meneses, ore, leiton, av. the gasca, unscaled, av. university, gunsmith, bolivia, gunsmith, av. America, Versailles, antonio de ulloa, rafael de soto, twenty-two, central University, valdez, santillan, meneses, ore, leiton, av. the gasca, central university of ecuador, structural calculation, fourth, steps, Location:, fau, draft:, university citadel, teacher:, students:, course:, trimester:, third, scale:, sheet:, indicated, date:, ing. maurillo alava, vizuete inés, pachacama sandra, cristina strap, structures ii, content:, plant structure, steps, tiered plant, cut, rest beam detail, detail beam structural shaft, mm along the beam, mm along the beam, mm as reinforcement, general cutting of harrow, types of iron, soil carrying capacity, fy steel, concrete f’c, Technical specifications, detail break beam longitudinal cut, plinth detail of tier, Detail of tier plinth cut, main armor plant, plant of armor by temperature slab of harrow

Raw text data extracted from CAD file:

N AV. UNIVERSITARIA AV. UNIVERSITARIA ARMERO BOLIVIA BOLIVIA ARMERO AV. AMERICA VERSALLES ANTONIO DE ULLOA RAFAEL DE SOTO VEINTIMILLA UNIVERSIDAD CENTRAL VALDEZ SANTILLAN MENESES MENA LEITON AV. LA GASCA U B I C A C I O N SIN ESCALA AV. UNIVERSITARIA AV. UNIVERSITARIA ARMERO BOLIVIA BOLIVIA ARMERO AV. AMERICA VERSALLES ANTONIO DE ULLOA RAFAEL DE SOTO VEINTIMILLA UNIVERSIDAD CENTRAL VALDEZ SANTILLAN MENESES MENA LEITON AV. LA GASCA \A1;4.00 \A1;4.00 \A1;4.00 \A1;5.00 \A1;5.00 1 2 3 A B C D E 24.98692698131234 24.98692698131234 24.98692698131234 24.98692698131234 24.98692698131234 \A1;5.00 \A1;2.50 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.50 \A1;0.80 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.50 \A1;1.32 \A1;0.30 \A1;2.94 \A1;0.30 \A1;2.94 \A1;0.30 \A1;3.07 \A1;0.20 \A1;2.74 \A1;0.50 \A1;2.74 \A1;0.50 \A1;2.74 \A1;0.50 \A1;2.87 \A1;0.20 \A1;5.00 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;2.50 \A1;0.07 \A1;0.20 \A1;0.80 \A1;0.80 \A1;0.20 \A1;0.18 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.15 \A1;0.80 \A1;0.30 \A1;0.30 \A1;2.50 \A1;5.00 \A1;5.00 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.07 \A1;0.20 \A1;0.80 \A1;0.20 \A1;0.18 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.30 UNIVERSIDAD CENTRAL DEL ECUADOR CALCULO ESTRUCTURAL Cuarto GRADAS UBICACIÓN: FAU PROYECTO: CIUDADELA UNIVERSITARIA PROFESOR: ESTUDIANTES: CURSO: TRIMESTRE: TERCERO ESCALA: LÁMINA: Indicadas FECHA: ING. MAURILLO ALAVA 1 \H0.15x;DE :3 VIZUETE INÉS PACHACAMA SANDRA CORREA CRISTINA ESTRUCTURAS II CONTENIDO: 2010 / 06 / 23 PLANTA ESTRUCTURA ESC:————————S/E 8 GRADAS 30×18 5 5 E F 2 3 A’ B’ B A PLANTA DE GRADAS \L\OESCALA————1:50 2 CORTE A-A’ \L\OESCALA————1:20 CORTE B-B’ \L\OESCALA————1:20 DETALLE VIGA DESCANSO N+1.62;+4.86;+8.10 \L\OESCALA————1:10 DETALLE VIGA ESTRUCTURAL EJE 3 N:+3.24;+6.84;+9.72 \H0.4878x;\L\OESCALA————1:10 5 5 3 5 5 2 5 5 5 5 5 4d12 mm A lo largo de la viga 2d14 mm A lo largo de la viga Ed 8 mm@10cm 4d16 mm A lo largo de la viga 2d18 mm Como refuerzo Ed 8 mm@10cm 5 5 CORTE GENERAL B-B’ DE GRADA \L\OESCALA————150 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 2 5 5 5 5 5 5 5 N 0.00m N +1.62m N +3.24m N +4.86m N +6.84m N +8.10m N +9.72m a I b a U b b L a a b g O a TIPOS DE HIERRO b g g CAPACIDAD PORTANTE DEL SUELO 20 T/m2 ACERO fy = 4200 kg/cm2 HORMIGON f’c = 280 kg/cm2 ESPECIFICACIONES TÉCNICAS P1 DETALLE VIGADE DESCANSO N+1.62;+4.86;+8.10 CORTE LONGITUDINAL \L\OESCALA————1:20 E F 5 5 5 5 N 0.00m 5 5 5 5 DETALLE D1 PLINTO DE GRADA \L\OESCALA————1:20 A’ DETALLE D1 PLINTO DE GRADA CORTE A-A’ \L\OESCALA————1:20 5 5 N +1.62m N +3.24m A d10 mm@ 20cm d10 mm@ 20cm 5 5 N 0.00m 5 5 5 5 2 3 E F d12 mm@ 18cm d10 mm@ 21cm d12 mm@ 18cm d12 mm@ 18cm d12 mm@ 18cm d10 mm@ 21cm PLANTA DE ARMADURA PRINCIPAL LOSA DE GRADA \L\OESCALA————1:50 d10 mm@ 30cm d10 mm@ 30cm d10 mm@ 30cm d10 mm@ 30cm d10 mm@ 30cm d10 mm@ 30cm PLANTA DE ARMADURA POR TEMPERATURA LOSA DE GRADA \L\OESCALA————1:50 A’ B’ B A A’ B’ B A 5 2 3 E F 5 5 5 5 5 5 5 5 5 5 5 N +1.62m 5 5