Azud Without Control DWG Detail for AutoCAD

Azud Without Control DWG Detail for AutoCAD

DESIGNING A AZUD FOR CONSTRUCTION AND SIZING; CONSTRUCTION DETAILS AND DIFFERENT PROFILES OF SAME

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

apron, castling, bowl shock absorber, psed, pwsis, gsis, scheme of loads acting on the weir, wing wall, weir, weir, carolina bustamante castle, conventional shot, sheet :, scale :, scale indicated, teacher :, content: , ing. francisco vera, plant side view general perspective, name:, course :, date :, project :, pwsis, psi, vent channel, front view of the intake, enrobed, bowl, grate, grate, damper, desripiador, floodgate of the desripiador

Raw text data extracted from CAD file:

1.25 0.5 11.00 0.5 4.75 746.81 \A1;0.50 \A1;3.38 \A1;11.16 \A1;3.28 \A1;11.69 \A1;2.45 \A1;0.50 \A1;8.00 \A1;0.20 \A1;0.50 \A1;0.10 0,30 0,80 3,05 0,40 0,30 0,80 3,05 0,40 200 1999.50 Y1 = 1.3 H = 0.50 b = 6.25 D1 = 2.06 Le = 5.60 t = 0.50 Lc = 22.00 b = 5,51 Ld = 15,50 t = 0.5 D2 = 2,57 D3 = 0,80 t = 0.50 ds = 3.50 t = 0.50 203.57 ha = 0.18 ho = 1,39 P = 2.00 Ho = 1.57 201,48 do = 1.00 DELANTAL ENROCADO Y2 = 3,19 dcontr = 067 R = 1.86 H = 3,71 750 t = 0.5 Ld = 15.36 t = 0.50 D1 = 2.05 D2 = 2.69 b = 4.03 Lc = 14.40 D3 = 0.8 t = 0.50 t = 0.50 Le = 2.96 ds = 1.60 748.14 749.50 746.81 5 749.84 do = 1.25 DELANTAL CUENCO AMORTIGUADOR ENROCADO Y2 = 1.7 R = 1.83 1.65 751.80 0.60 Psed P = 1.8 PWsis dsis = 1.01 Y = 1.36 HW = 2.37 Gsis G CGx = 1.64 CGy = 2.62 S F2 197,79 ESQUEMA DE CARGAS ACTUANTES EN EL AZUD MURO DE ALA 5 11.00 <> MURO DE ALA CUENCO AMORTIGUADOR DELANTAL ENROCADO DELANTAL CUENCO AMORTIGUADOR AZUD 682.00 R2 = 0.16 R1 = 0.39 Xc = 0.2 Yc = 0.08 5 752.37 203.39 752.40 F1 1.81 5,51 15,50 22.00 5.60 198,29 Azud DELANTAL ENROCADO MURO DE ALA Azud ENROCADO 2,53 0.67 Psed\H2x; P = 2.00 PWsis\H2x; dsis = 1.44 Y = 1.56 HW = 2.71 CGx = 2.22 CGy = 1.86 Gsis\H2x; G S F1 2.48 F2 \W9.28878; UNIVERSIDAD TECNICA DE MACHALA \W8.14496; FACULTAD DE INGENIERIA CIVIL \W8.94030; DISEÑO HIDRAULICO CAROLINA BUSTAMANTE CASTILLO 3 DE OCTUBRE DEL 2013 TOMA CONVENCIONAL LAMINA: ESCALA: ESCALA INDICADAS DOCENTE: CONTENIDO: ING. FRANCISCO VERA PLANTA VISTA LATERAL PERSPECTIVA GENERAL 1 NOMBRE: CURSO: QUINTO " D " FECHA: PROYECTO: \A1;8.00 11.16 3.28 11.69 2.45 5 8.00 5 5 3.38 0.50 5 0.21 0.70 Pwsis Psed F1 F2 G Psis S 0,30 0,80 3,05 0,40 B 19 21,5 20 B 0,30 0,80 3,05 0,40 CANAL DE DESFOGUE VISTA FRONTAL DE LA TOMA B 19 21,5 20 CANAL DE DESFOGUE ENRROCADO CUENCO AZUD DELANTAD REJILLA COMPUERTA DE LIMPIEZA DESRIPIADOR COMPUERTA DEL DESRIPIADOR ESCALA: 1:100 B ESCALA.1:50 1,9 \W6.48117; VISTA FRONTAL \W4.78937; ESTABILIDAD DEL AZUD \W7.01492; PLANTA \W5.69701; PERSPECTIVA GENERAL

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, construction, control, dam, designing, DETAIL, details, DWG, hydroelectric, profiles, sizing