Detail Of Surface Foundations DWG Detail for AutoCAD

Detail Of Surface Foundations DWG Detail for AutoCAD

Flows in foundation continuous of concrete by flexion slip or sharp efforts

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

Ground to avoid turning over, Will make the ciemiento, Is in balance, They are colineales cementum, The load of the land, R.t., By: sliding, Concrete concrete foundation may have faults, Are totally different, All the rods of the armado, Trapezoidal foundation, Of creep for adhesion loss steel, Is when concrete steel has its fatigue limits rupture for, At the ends just to the center they are thick deep, Is when the zone of tension begins to fracture appear small, The concrete the compression the steel the reinforcement the tension, Of flexion: when the materials work the resistance, R.t., All the arming is uniform, Normal foundation, The loads the reactions of the terrain should be colineales., When there are unequal loads in one of, The arming is two sizes, R.c., R.c., C. With double rectangle, R.t., The concrete., Flexing, effort, cutting, effort, R.c.

Raw text data extracted from CAD file:

TERRENO COINCIDAN PARA EVITAR EL VOLTEO SE HARA QUE LAS REACCIONES, CIEMIENTO Y ESTA EN EQUILIBRIO SON COLINEALES Y LA CIMENTACIOON LA "R" DE LA CARGA Y DEL TERRENO R.T. R.T. R.T. POR: FLEXION, DESLIZAMIENTO Y CORTANTE LA CIMENTACION CORRIDA DE CONCRETO PUEDE TENER FALLAS SON TOTALMENTE DIFERENTES TODAS LAS VARILLAS DEL ARMADO CIMENTACION TRAPEZOIDAL Y (fy) DE FLUENCIA PARA EL ACERO DE REFUERZO, PERDIDA DE ADHERENCIA (DESLIZAMIENTO) 3a. ES CUANDO EL ACERO Y EL CONCRETO TIENEN SUS FATIGAS LIMITES RUPTURA (f´c) PARA GRIETAS, EN LOS EXTREMOS APENAS CAPILARES, Y AL CENTRO SON GRUESAS Y PROFUNDAS 2a. ES CUANDO LA ZONA DE TENSION PRINCIPIA A FRACTURARSE APARECEN PEQUEÑAS EL CONCRETO A LA COMPRESION Y A LA TENSION, Y EL ACERO DE REFUERZO A LA TENSION 1a.ETAPA DE FLEXION: CUANDO LOS MATERIALES TRABAJAN A LA RESISTENCIA CALCULADA, R.T. TODO EL ARMADO ES UNIFORME CIMENTACION NORMAL LAS CARGAS Y LAS REACCIONES DEL TERRENO DEBERAN SER COLINEALES. CUANDO SE TIENEN CARGAS DESIGUALES EN UN ENTRE-EJE DE DIMENTACION, 1/2 P EL ARMADO ES DE DOS TAMAÑOS 2/3 P R.C. 1/2 P 2/3 P R.C. 1/3 P C. CON DOBLE RECTANGULO R.T. EL CONCRETO. FLEXIONANTE ESFUERZO P CORTANTE ESFUERZO p R.C. 1/3 P

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, base, concrete, continuous, DETAIL, DWG, FOUNDATION, foundations, fundament, slip, surface