Structural Plan DWG Section for AutoCAD

Structural Plan DWG Section for AutoCAD

Details of the sections, thickness, material type assembly of each of the structural elements of a construction beams with sections and mooring shoes

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

general structural plant, beam, zapata mts mts mts steel sense cm steel sense cm, zapata mts mts mts steel sense cm steel sense cm, mts, mooring beam, zapata detail, mts, cut column, all long, all long, cut beams, mts, cut column, all long, mts, zapata detail, mts, mts, zapata detail, mts, cut column, all long, primary main portico, mts, mooring beam, zapata detail, mts, cut column, all long, cut beams, mts, cut column, all long, mts, zapata detail, mts, mts, zapata detail, mts, cut column, all long, mts, mooring beam, zapata detail, mts, cut column, all long, all long, cut beams, mts, cut column, all long, mts, zapata detail, mts, zapata detail, mts, cut column, all long, primary main portico, in both ways, valid type, all long, all long, mts, valid type, all long, all long, mts, mts, valid type, all long, all long, mts, mts, mts, valid type, all long, mts, mts, mts, valid type, all long, mts, all long, cake of in psi constellation with temperature steel, pieces of Styrofoam, every mts both ways, nerves in particular, cut slab, general diagram of the cut of the slab, design of the area, area, beam

Raw text data extracted from CAD file:

O S E N 3,41 2,97 2,97 3,09 2,9 \A1;1.36 \A1;0.30 \A1;0.40 \A1;0.55 \A1;1.36 \A1;1.36 \A1;0.30 \A1;0.40 \A1;0.55 \A1;1.36 \A1;0.55 \A1;1.36 \A1;0.55 \A1;1.36 \A1;0.55 \A1;1.36 \A1;1.36 \A1;0.30 \A1;0.40 \A1;0.55 \A1;1.36 \A1;0.95 \A1;0.35 \A1;0.80 \A1;1.20 \A1;0.35 \A1;0.54 \A1;0.25 \A1;0.25 \A1;0.55 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.55 \A1;0.25 \A1;0.30 \A1;0.54 \A1;0.30 \A1;0.25 \A1;1.40 \A1;1.40 \A1;0.40 \A1;0.55 \A1;0.95 \A1;0.30 \A1;0.25 \A1;0.55 \A1;0.25 \A1;0.30 \A1;0.54 \A1;0.30 \A1;0.25 \A1;1.35 \A1;1.35 \A1;0.40 \A1;0.55 \A1;0.35 \A1;0.80 \A1;1.20 \A1;0.35 \A1;0.54 \A1;0.55 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.35 \A1;0.65 \A1;1.40 \A1;0.35 \A1;0.54 \A1;0.25 \A1;0.25 \A1;0.55 \A1;0.30 \A1;0.35 \A1;0.80 \A1;1.20 \A1;0.35 \A1;0.54 \A1;0.55 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.35 \A1;0.80 \A1;1.20 \A1;0.35 \A1;0.54 \A1;0.25 \A1;0.25 \A1;0.55 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.55 \A1;0.25 \A1;0.30 \A1;0.54 \A1;0.30 \A1;0.25 \A1;0.40 \A1;0.55 \A1;0.35 \A1;0.80 \A1;1.20 \A1;0.35 \A1;0.54 \A1;0.55 \A1;0.30 \A1;0.30 \A1;0.25 2,97 2,97 0,9 2,97 0,9 1,26 2,97 0,9 1,26 2,97 3,09 2,97 3,09 3,09 3,41 1,8 2,97 2,97 3,09 2,9 2,74 A B C D 5 5 5 PLANTA ESTRUCTURAL GENERAL VIGA A - 1 VIGA A - 2 VIGA B - 1 VIGA B - 2 VIGA C - 1 VIGA C - 2 VIGA D - 1 VIGA D - 2 VIGA 1 - 1 VIGA 1 - 2 VIGA 1 - 3 VIGA 2 - 1 VIGA 2 - 2 VIGA 2 - 3 VIGA 3 - 1 VIGA 3 - 2 VIGA 3 - 3 ZAPATA 1-A L=0.80 MTS B=1.20 MTS H=0.35 MTS ACERO SENTIDO L 1d 1/2 @ 30 cm ACERO SENTIDO B 1d 1/2 @ 20 cm ZAPATA A-2 L=1.40 MTS B=1.40 MTS H=0.30 MTS ACERO SENTIDO L 1d 1/2 @ 33 cm ACERO SENTIDO B 1d 1/2 @ 25 cm ZAPATA B-1 L=0.65 MTS B=1.60 MTS H=0.35 MTS ACERO SENTIDO L 1d 1/2 @ 30 cm ACERO SENTIDO B 1d 1/2 @ 20 cm ZAPATA B-2 L=1.35 MTS B=1.35 MTS H=0.30 MTS ACERO SENTIDO L 1d 1/2 @ 30 cm ACERO SENTIDO B 1d 1/2 @ 25 cm ZAPATA B-3 L=0.80 MTS B=1.40 MTS H=0.35 MTS ACERO SENTIDO L 1d 1/2 @ 30 cm ACERO SENTIDO B 1d 1/2 @ 20 cm ZAPATA C-2 L=0.80 MTS B=1.40 MTS H=0.35 MTS ACERO SENTIDO L 1d 1/2 @ 30 cm ACERO SENTIDO B 1d 1/2 @ 20 cm 1 2 3 5 5 ZAPATA D-1 L=0.80 MTS B=1.20 MTS H=0.35 MTS ACERO SENTIDO L 1d 1/2 @ 30 cm ACERO SENTIDO B 1d 1/2 @ 20 cm ZAPATA D-2 L=0.95 MTS B=0.95 MTS H=0.30 MTS ACERO SENTIDO L 1d 1/2 @ 30 cm ACERO SENTIDO B 1d 1/2 @ 30 cm ZAPATA D-3 L=0.80 MTS B=1.20 MTS H=0.35 MTS ACERO SENTIDO L 1d 1/2 @ 30 cm ACERO SENTIDO B 1d 1/2 @ 20 cm ZAPATA C-1 L=0.65 MTS B=1.60 MTS H=0.35 MTS ACERO SENTIDO L 1d 1/2 @ 30 cm ACERO SENTIDO B 1d 1/2 @ 20 cm ZAPATA C-2 L=1.35 MTS B=1.35 MTS H=0.30 MTS ACERO SENTIDO L 1d 1/2 @ 30 cm ACERO SENTIDO B 1d 1/2 @ 25 cm ZAPATA A-3 L=0.80 MTS B=1.80 MTS H=0.35 MTS ACERO SENTIDO L 1d 1/2 @ 30 cm ACERO SENTIDO B 1d 1/2 @ 20 cm 4d 1/2 @ 0.20 mts 5 5 5 5 5 VIGA DE AMARRE 5 5 DETALLE ZAPATA A-1 5 5 4d 1/2 @ 0.30 mts 4Ed3/8 @ 0.14 mts 8Ed3/8 @ 0.083 mts 8Ed3/8 @ 0.15 mts 7Ed3/8 @ 0.083 mts CORTE COLUMNA 5 5 6 d 5/8 A TODO LO LARGO E d 3/8 5 5 5 5 5 d 1/2 A TODO LO LARGO E d 3/8 CORTE VIGAS 5 5 5 3Ed3/8 @ 0.12 mts 8Ed3/8 @ 0.083 mts 7Ed3/8 @ 0.156 mts 7Ed3/8 @ 0.083 mts CORTE COLUMNA 5 5 6 d 5/8 A TODO LO LARGO E d 3/8 5 5 10Ed3/8 @ 0.06 19Ed3/8 @ 0.10 9Ed3/8 @ 0.06 5 5 4d 1/2 @ 0.20 mts DETALLE ZAPATA A-2 4d 1/2 @ 0.30 mts 5 5 4d 1/2 @ 0.20 mts 5 5 5 5 5 DETALLE ZAPATA A-3 5 5 4d 1/2 @ 0.30 mts 4Ed3/8 @ 0.14 mts 8Ed3/8 @ 0.083 mts 8Ed3/8 @ 0.15 mts 7Ed3/8 @ 0.083 mts CORTE COLUMNA 5 5 6 d 5/8 A TODO LO LARGO E d 3/8 5 5 13Ed3/8 @ 0.06 12Ed3/8 @ 0.10 12Ed3/8 @ 0.06 DESPIECE PORTICO PRINCIPAL A ZAPATAS-VIGA AMARRE-COLUMNAS-VIGAS PRIMARIAS DESPIECE PORTICO PRINCIPAL B - C ZAPATAS-VIGA AMARRE-COLUMNAS-VIGAS PRIMARIAS 4d 1/2" L=0.60 2d 1/2" L=1.60 3d 1/2" L=0.75 3d 1/2" L=0.85 1d 1/2" L=0.60 4d 1/2 @ 0.20 mts 5 0.65 1.40 5 5 VIGA DE AMARRE 5 5 DETALLE ZAPATA B,C-1 5 5 4d 1/2 @ 0.30 mts 4Ed3/8 @ 0.14 mts 8Ed3/8 @ 0.083 mts 8Ed3/8 @ 0.15 mts 7Ed3/8 @ 0.083 mts CORTE COLUMNA 5 5 6 d 5/8 A TODO LO LARGO E d 3/8 5 5 5 5 E d 3/8 CORTE VIGAS 5 5 5 3Ed3/8 @ 0.12 mts 8Ed3/8 @ 0.083 mts 7Ed3/8 @ 0.156 mts 7Ed3/8 @ 0.083 mts CORTE COLUMNA 5 5 6 d 5/8 A TODO LO LARGO E d 3/8 5 5 10Ed3/8 @ 0.06 19Ed3/8 @ 0.10 9Ed3/8 @ 0.06 1.35 1.35 4d 1/2 @ 0.20 mts DETALLE ZAPATA B,C-2 4d 1/2 @ 0.30 mts 5 5 4d 1/2 @ 0.20 mts 5 5 5 5 5 DETALLE ZAPATA B,C-3 5 5 4d 1/2 @ 0.30 mts 4Ed3/8 @ 0.14 mts 8Ed3/8 @ 0.083 mts 8Ed3/8 @ 0.15 mts 7Ed3/8 @ 0.083 mts CORTE COLUMNA 5 5 6 d 5/8 A TODO LO LARGO E d 3/8 5 5 13Ed3/8 @ 0.06 12Ed3/8 @ 0.10 12Ed3/8 @ 0.06 4d 1/2" L=0.60 2d 1/2" L=1.40 4d 1/2" L=0.75 4d 1/2" L=0.85 1d 1/2" L=0.60 4d 1/2 @ 0.20 mts 5 5 5 5 5 VIGA DE AMARRE 5 5 DETALLE ZAPATA D - 1 5 5 4d 1/2 @ 0.30 mts 4Ed3/8 @ 0.14 mts 8Ed3/8 @ 0.083 mts 8Ed3/8 @ 0.15 mts 7Ed3/8 @ 0.083 mts CORTE COLUMNA 5 5 6 d 5/8 A TODO LO LARGO E d 3/8 5 5 5 5 5 d 1/2 A TODO LO LARGO E d 3/8 CORTE VIGAS 5 5 5 3Ed3/8 @ 0.12 mts 8Ed3/8 @ 0.083 mts 7Ed3/8 @ 0.156 mts 7Ed3/8 @ 0.083 mts CORTE COLUMNA 5 5 6 d 5/8 A TODO LO LARGO E d 3/8 5 5 10Ed3/8 @ 0.06 19Ed3/8 @ 0.10 9Ed3/8 @ 0.06 0.95 4d 1/2 @ 0.30 mts DETALLE ZAPATA D - 2 5 5 4d 1/2 @ 0.20 mts 5 5 5 5 5 DETALLE ZAPATA D-3 5 5 4d 1/2 @ 0.30 mts 4Ed3/8 @ 0.14 mts 8Ed3/8 @ 0.083 mts 8Ed3/8 @ 0.15 mts 7Ed3/8 @ 0.083 mts CORTE COLUMNA 5 5 6 d 5/8 A TODO LO LARGO E d 3/8 5 5 13Ed3/8 @ 0.06 12Ed3/8 @ 0.10 12Ed3/8 @ 0.06 DESPIECE PORTICO PRINCIPAL D ZAPATAS-VIGA AMARRE-COLUMNAS-VIGAS PRIMARIAS 4d 1/2" L=0.60 2d 1/2" L=1.60 3d 1/2" L=0.75 3d 1/2" L=0.85 1d 1/2" L=0.60 EN AMBOS SENTIDOS 5 9Ed3/8 @ 0.10 9Ed3/8 @ 0.10 6Ed3/8 @ 0.20 8Ed3/8 @ 0.10 5Ed3/8 @ 0.20 8Ed3/8 @ 0.10 9Ed3/8 @ 0.10 9Ed3/8 @ 0.10 6Ed3/8 @ 0.20 9Ed3/8 @ 0.10 5Ed3/8 @ 0.20 8Ed3/8 @ 0.10 9Ed3/8 @ 0.10 9Ed3/8 @ 0.10 6Ed3/8 @ 0.20 9Ed3/8 @ 0.10 5Ed3/8 @ 0.20 8Ed3/8 @ 0.10 A B C D 5 5 VIGETA TIPO 1 5 2d 3/8" A TODO LO LARGO 1d 3/8" L=1.8 2d 3/8" A TODO LO LARGO 1d 3/8" L=1.3 1d 3/8" L=1.2 1d 3/8" L=1.8 1d 3/8" L=1.3 1d 3/8" L=1.2 1d 3/8" L=2.0 5Ed 3/8" @ 0.13 mts 8Ed 3/8" @ 0.20 mts 5Ed 3/8" @ 0.13 mts 5Ed 3/8" @ 0.13 mts 8Ed 3/8" @ 0.20 mts 5Ed 3/8" @ 0.13 mts 8Ed 3/8" @ 0.13 mts 7Ed 3/8" @ 0.20 mts 4Ed 3/8" @ 0.13 mts A B C D 5 5 VIGETA TIPO 2 5 2d 3/8" A TODO LO LARGO 1d 3/8" L=1.8 2d 3/8" A TODO LO LARGO 1d 3/8" L=1.3 1d 3/8" L=1.2 1d 3/8" L=1.8 1d 3/8" L=1.3 1d 3/8" L=1.2 1d 3/8" L=2.0 8Ed 3/8" @ 0.20 mts 7Ed 3/8" @ 0.105 mts 5 1d 3/8" L=1.27 8Ed 3/8" @ 0.105 mts 5Ed 3/8" @ 0.105 mts 9Ed 3/8" @ 0.20 mts 5Ed 3/8" @ 0.105 mts 6Ed 3/8" @ 0.105 mts 7Ed 3/8" @ 0.20 mts 10Ed 3/8" @ 0.105 mts 6Ed 3/8" @ 0.105 mts A B VIGETA TIPO 3 5 1d 3/8" A TODO LO LARGO 1d 3/8" L=1.8 1d 3/8" A TODO LO LARGO 1d 3/8" L=0.60 1d 3/8" L=0.80 8Ed 3/8" @ 0.20 mts 7Ed 3/8" @ 0.105 mts 5 1d 3/4" L=1.27 8Ed 3/8" @ 0.105 mts 5Ed 3/8" @ 0.105 mts 5Ed 3/8" @ 0.105 mts 5 b 1d 3/8" L=0.90 5Ed 3/8" @ 0.105 mts A B VIGETA TIPO 4 5 1d 3/8" L=1.8 2d 3/8" A TODO LO LARGO 1d 3/8" L=0.60 1d 3/8" L=1.0 8Ed 3/8" @ 0.20 mts 7Ed 3/8" @ 0.105 mts 5 5Ed 3/8" @ 0.105 mts 5Ed 3/8" @ 0.105 mts 5 b 5Ed 3/8" @ 0.105 mts C D 5 VIGETA TIPO 5 1d 3/8" L=1.10 1d 1/2" A TODO LO LARGO 1d 3/8" L=0.60 7Ed 3/8" @ 0.20 mts 4Ed 3/8" @ 0.105 mts 10Ed 3/8" @ 0.105 mts 1d 3/8" A TODO LO LARGO 1d 3/8" A TODO LO LARGO 0,25 0,5 0,5 0,12 TORTA DE 0.07 EN CONCRTEO DE 3.000 PSI CON ACERO DE 1/4 DE TEMPERATURA PIEZAS DE ICOPOR A CADA 0.30 MTS AMBOS SENTIDOS NERVIOS EN CONCRETO DE 0.25 X 0.12 CORTE LOSA \A1;0.00 \A1;0.00 \A1;0.26 \A1;0.12 \A1;0.50 \A1;0.12 \A1;0.50 \A1;0.12 \A1;0.50 \A1;0.12 \A1;0.50 \A1;0.28 \A1;0.12 \A1;0.25 \A1;0.49 \A1;0.12 \A1;0.50 \A1;0.12 \A1;0.50 \A1;0.12 \A1;0.50 \A1;0.12 \A1;0.18 \A1;0.25 \A1;6.54 DIAGRAMA GENERAL DEL CORTE DE LA LOSA A B C D 1 2 3 5 5 5 5 5 DISEÑO DE LOSA AREA 64.12 M2 AREA 59.68 M2 VT 1 VT 1 VT 2 VT 1 VT 1 VT 2 VT 2 VT 2 VT 2 VT 3 VT 3 VT 4 VT 5 VT 5 VT 5 VT 2 5 5 VT 5 VT 4 VIGA A - 1 VIGA A - 2 VIGA B - 1 VIGA B - 2 VIGA C - 1 VIGA C - 2 VIGA D - 1 VIGA D - 2 VIGA 1 - 1 VIGA 1 - 2 VIGA 1 - 3 VIGA 2 - 1 VIGA 2 - 2 VIGA 2 - 3 VIGA 3 - 1 VIGA 3 - 2 VIGA 3 - 3

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	ASSEMBLY, autocad, beams, construction, details, DWG, elements, erdbebensicher strukturen, material, plan, section, sections, seismic structures, structural, strukturen, thickness, type