Elevated Tank 3D DWG Detail for AutoCAD

Structural scheme of reinforced concrete elevated tank with 3D extrusion capacity 20 m3 structural details of reinforced steel

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

by anchoring length, by reinforcement, floor slab, top slab, tank wall, reinforcing isometry, lower bed shoe, upper bed shoe

Raw text data extracted from CAD file:

2.50 2.50 2.50 2.15 0.20 0.20 2.80 0.15 2.30 0.40 2.10 0.40 2.10 0.40 1.75 0.40 0.20 2.80 0.15 0.40 3.80 0.40 1.05 1.05 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.93 0.93 2.33 4.20 9.85 3.75 10.05 13.00 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 10.00 2.05 0.45 6.40 0.85 3.70 0.85 0.50 0.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 por longitud de anclaje por armado Lbd= (as fy) / (3c(f´c)exp(0.5)) 6#5 5#5 6#5 5#5 2#5 2#5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 11.82 8.23 5.20 2.64 2.51 11.82 8.23 5.20 2.64 2.51 VIGA MAS CRITICA SAP2000 2#5-3.97CM2 5 5 5 5#5-9.93CM2 6#5-11.91CM2 6#5 5#5 6#5 5#5 2#5 2#5 6#5 5#5 6#5 5#5 2#5 2#5 6#5 5#5 6#5 5#5 2#5 2#5 8#8-40.54CM2 8#6-22.68CM2 COLUMNAS MAS CRITICA SAP2000 12#8-55.74CM2 LOSA DE PISO #3@15 LECHO INFERIOR LOSA DE PISO #3@15 LECHO SUPERIOR LOSA DE TAPA #3@15 LECHO INFERIOR 5 MURO DE TANQUE #3@15 CARA EXTERIOR #4@10 REFUERZO ESQUINAS #4@10 REFUERZO ESQUINAS #4@10 REFUERZO ESQUINAS #4@10 REFUERZO ESQUINAS MURO DE TANQUE #3@15 CARA INTERIOR #4@10 REFUERZO ESQUINAS #4@10 REFUERZO ESQUINAS #4@10 REFUERZO ESQUINAS #4@10 REFUERZO ESQUINAS 5 5 5 5 ISOMETRICO DE ARMADO MODELO EN 3D 5 5 5 5 5 5 5 5 5 ZAPATA LECHO INFERIOR #5@20 LECHO INFERIOR ZAPATA LECHO SUPERIOR #5@20 LECHO INFERIOR 5 5 5 5 5 5 5 5