Anchor Head For Pipes DWG Plan for AutoCAD

Anchor head for pipes, in areas of high slope. Anchor detail, perspective anchor, plan views, elevation and anchoring court.

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

Bolivian republic, of the, code:, Scale: indicated, Plan n., reviewed:, date:, designer:, cartoonist:, Lifting anchor, Plant anchorage, Anchor perspective, anchorage, Terrain angle, Angle internal friction, diameter, code, unscaled, location:, Flat mm, Fg pipe, Header anchor for pipelines in high slope plots, Distance between anchorages, volume, Detail of the anchored exposed vertical pipe without scale, Anchor cut vertical exposed pipe, Dimensions anchorage volumes ground conditions, Nut, note, Calculations made for variable, characteristic, dosage, Concrete resistance, Service overload, Bearing capacity of soil, Technical design conditions, value, Shifter stone, Steel resistance ah, dosage, Cm exist, Coating slabs, Wall beams, Ing. Danny quispe, elbow, ground, Anchor of faith, Flat mm, Fg pipe, Flat mm, Pipe fg, Flat mm, Fg pipe

Raw text data extracted from CAD file:

\A1;H \A1;h \A1;L \A1;B \A1;D \A1;X REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: INDICADA PLANO N. 1 DE 1 REVISADO: FECHA: PROYECTISTA: DIBUJANTE: PL-AP-22-02 H h L ELEVACION ANCLAJE PLANTA ANCLAJE PERSPECTIVA ANCLAJE H°C° 1:3:4 Anclaje 1/2″ B D 0.57 0.40 0.60 0.80 0.40 0.80 1.09 0.40 0.80 0.57 0.40 0.60 0.85 0.40 0.90 1.18 0,40 0.90 Angulo Terreno Angulo fricción interna Diámetro (D) H (altura) h (altura) B (Base) L (largo) [º] [º] [pulg] [m] [m] [m] [m] [m] Codigo SIN ESCALA SIN ESCALA SIN ESCALA LOCALIDAD: 0.30 0.30 0.30 0.40 0.40 0,40 Pletina 6 x 50 x 300 mm Tubería de FG ANCLAJE DE CABECERA PARA TUBERIAS EN TERRENOS DE ALTA PENDIENTE 0.67 0.50 0.60 1.00 0.50 1.00 1.37 0.50 1.00 0.70 0.50 0.70 1.05 0.50 1.10 1.45 0.50 1.10 0.50 0.50 0.50 0.70 0.70 0.70 0.83 0.60 0.80 1.20 0.60 1.20 1.73 0.60 1.30 0.86 0.60 0.90 1.30 0.60 1.40 1.90 0.60 1.50 0.80 0.80 0.80 0.90 0.90 0.90 Distancia entre anclajes (m) 0.30 0.40 0.40 0.30 0.45 0.45 X (largo) [m] 0.30 0.50 0.50 0.35 0.55 0.55 0.40 0.60 0.65 0.45 0.70 0.75 2.00 2.00 2.00 3.00 3.00 3.00 4.00 4.00 6.00 6.00 6.00 8.00 8.00 8.00 10.00 10.00 10.00 4.00 0.050 0.075 0.100 0.150 0.200 0.250 0.050 0.075 0.100 0.150 0.200 0.250 0.050 0.075 0.100 0.150 0.200 0.250 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30.00 45.00 60.00 0.077 0.115 0.129 0.117 0.225 0.284 Volumen H°C° 0.176 0.375 0.467 0.295 0.597 0.752 0.458 0.864 1.209 0.533 1.065 1.468 X 30.00 45.00 60.00 30.00 45.00 60.00 30.00 45.00 60.00 30.00 45.00 60.00 30.00 45.00 60.00 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 ET-CO-09-05 A A DETALLE DEL ANCLAJE TUBERIA VERTICAL EXPUESTA SIN ESCALA CORTE A-A DEL ANCLAJE TUBERIA VERTICAL EXPUESTA DIMENSIONES Y VOLUMENES DE ANCLAJES (DIFERENTES CONDICIONES DE TERRENO Y DIAMETROS DE TUBERIA) Tuerca de 1/2″ \A1;ß NOTA Calculos realizados para ß = 0° y \U+03B1\fArial|b0|i0|c0|p32; variable CARACTERISTICA Dosificación H°A° Resistencia Hormigón H20 Sobrecarga de servicio Capacidad portante del suelo CONDICIONES TECNICAS DE DISEÑO VALOR 1 Kg/cm 1:3:3 50 % piedra desplazadora Resistencia acero AH 400 Dosificación H°C° Dosificación H°S° 3 cm (donde existan losas) Recubrimiento losas 3 cm (tanques elevados) Recubrimiento vigas pared 2 100 Kg/cm 2 204 Kg/cm 2 4080 Kg/cm 2 1:2:3 1:3 \U+03B1 \U+03B1 Ing. Danny Quispe Codo Terreno Anclaje de Fe 1/2″ Pletina 6 x 50 x 300 mm Tubería de FG Pletina 6 x 50 x 300 mm Tubería FG Pletina 6 x 50 x 300 mm Tubería de FG