Reservoir DWG Plan for AutoCAD

Reservoir DWG Plan for AutoCAD

Reservoir Circular 120 m3 – Armor of the dome, the dome formwork, armor and other ground shoe armor details reservoir; uptake of a spring; sedimentation chamber; liena plan and profile of conduction

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

Kg., Ground clearance, Push for water, part, area, volume, Uni., Total weight, arm, moment, total, floor, Moment by turning, Moment by slip, Kg., Ground clearance, Push for water, part, area, volume, Uni., Total weight, arm, moment, total, floor, Moment by turning, Moment by slip, The lioness, plant, cut, Reservoir the lioness, dilatation meeting, plant, cut, Reservoir boy guy, Reservoir the lioness, dilatation meeting, Compacted modified proctor, Compacted modified proctor

Raw text data extracted from CAD file:

0,4 4,2 0,8 80,0 0,8 0,8 40,0 0,8 0,8 80,0 0,8 0,8 40,0 0,8 50,0 30,0 50,0 30,0 0,9 0,9 0,9 0,9 0,9 0,9 0,9 0,9 0,9 0,9 0,4 0,4 4,2 1,2 2,6 0,4 0,8 0,4 0,9 4,2 1,2 2,6 0,4 0,9 0,4 4,0 0,2 1,1 2,6 0,4 0,9 4,6 1,2 0,8 0,8 0,4 3,6 0,2 2,4 1,1 Es= (1.72)(1.70)(0.45) Es= 1/2 8h2 Kg. K= 0,50 o 0,45 EMPUJE PARA SUELO 4 3 1 2 EMPUJE PARA AGUA Ew =1/2 Ew =1/2 (1,0)(3,6) Ew =6,48 Ton/m. PARTE AREA VOLUMEN M3 M2 PESO UNI. TON/M3 PESO TOTAL (TON) BRAZO (M) MOMENTO TON-M 1 2 3 4 0,40x1,30 2,00x1,10 0,50x0,80x4,20 0,80x4,20 0,52 2,20 1,68 3,36 2,40 2,40 2,40 2,40 1,25 5,28 4,03 8,06 2,20 1,00 0,93 1,60 2,75 5,28 3,75 12,90 TOTAL 18,62 SUELO 1,12 24,68 0,85 0,95 MOMENTO POR VOLTEO Mv = 24,68 + 0,95 6,48 x 2,50 = 1,58 1,50 MOMENTO POR DESLIZAMIENTO Md = (18,62 + 1,12) (0,45) 6,48 = 1,37 1,25 Es= (1.72)(2.40)2(0.45) Es= 1/2 8h2 Kg. K= 0,50 o 0,45 EMPUJE PARA SUELO 4 3 1 2 EMPUJE PARA AGUA Ew =8H2/2 Ew =1.0 (3.90)2 Ew =7.61 Ton/m. PARTE AREA VOLUMEN M3 M2 PESO UNI. TON/M3 PESO TOTAL (TON) BRAZO (M) MOMENTO TON-M 1 2 3 4 0,40x1,40 2,20x1,20 0,50x0,90x4,60 0,90x4,60 0,56 2,64 2,07 4,14 2,40 2,40 2,40 2,40 1,34 6,34 4,97 9,94 2,40 1,10 1,00 1,75 3,22 6,97 4,97 17,40 TOTAL 22,59 SUELO 2,22 32,56 1,20 2,66 MOMENTO POR VOLTEO Mv = 32.56 + 2.66 8.00 x 2,73 = 1,61 1,50 MOMENTO POR DESLIZAMIENTO Md = (22.59 + 2.22) (0,45) 8.00 = 1,39 1,50 Es= 2,22 TON/M. LA LEONA B B A A ESC= 1/3,000 PLANTA ESC= 1/75 CORTE A-A RESERVORIO LA LEONA RESERVORIO LA LEONA 5 5 Junta de Dilatacion 1" 5 5 5 5 5 5 5 5 5 5 5 5 ESC= 1/3,000 PLANTA ESC= 1/75 CORTE B-B RESERVORIO CHICO CHICO RESERVORIO LA LEONA 5 5 5 5 5 5 5 5 5 5 5 5 Junta de Dilatacion 1" Proctor Modificado y compactado 5 5 5 5 5 5 5 5 0,8 5 5 5 5 5 5 Proctor Modificado y compactado 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Plan
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units
Footprint Area
Building Features
Tags	armor, autocad, circular, distribution, dome, DWG, formwork, fornecimento de água, ground, kläranlage, l'approvisionnement en eau, plan, reservoir, shoe, supply, treatment plant, wasserversorgung, water