Details Metallic Structure DWG Detail for AutoCAD

Details Metallic Structure DWG Detail for AutoCAD

Metallic roof structure -Details – Connections – Anchorages –

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

its T., its T., slab, its T., its T., temp., secc.escalera, use, papata walls, use, its T., bolts, its T., mesh, dist. in a.d., he has., base material, granular material, pedestal detail, in papata walls, on pavement pedestals, in the beams, slab: ceiling, slab: mezzanine, in mesh, ceiling mezzanine, in slabs, except, where will it be, add, typical lintel, typical lintel, column wall, use, its T., bolts, pedestal column, Wall, pedestal column, mesh, bolts, wall column, blocks, wall papata, beam, pedestal, column, column detail, Rolling door, beam, structural, staircase ceiling, in papata walls, on pavement pedestals, in the beams, slab: ceiling, slab: mezzanine, in mesh, use, its T., pedestal detail, secc.escalera, where will it be, in slabs, add, ceiling mezzanine, except, its T., temp., typical lintel, its T., typical lintel, its T., column wall, use, use, its T., slab, its T., roof plant, stairs, papata walls, base material, dist. in a.d., he has., its T., granular material, mesh, bolts, in papata walls, on pavement pedestals, in the beams, slab: ceiling, slab: mezzanine, in mesh, pedestal column, structural details, Wall, bolts, union of beams, scale, plates, welded with, screws, crane support, scale, column, in each, screws, screws, reinforcement, in each, screws, tensor, against wind, bracing tensioners, screws, variable of, screw, pl., beam h.a., profile, screws, screws, section e ‘, sill, longitudinal profile pedestal, use, its T., he has., dist. in a.d., its T., bolts, alupinc cal., wall plate, steel beam, torn., torn., torn., lift lup portico, mts, lifting port lupes, mts, section, bolts, section, steel details, section, strap detail

Raw text data extracted from CAD file:

10n 1" EST. n3/8" @0.25 2n 3/8" .30 11.60 .30 V1 .40 V1 3 n 1/2" .15 0.65 (0.15 (ENTREPISO) (TECHO) 10 n 1" FY= 2800Kg/Cm2 2n 3/8" 3n 1/2 EST. n3/8" @0.25 V3 h LOSA h 0.65 0.25 4 n 3/8 Y EST. n 3/8 @ .15 0.15 0.30 .80 6 n 1/2" Y EST. n 3/8 @ .20 TEMP. SECC.ESCALERA PC1 0.30 USAR 10n 1/2"A.D 1.50 x 1.50 .60 0.30 PAPATA MUROS 3n 3/8" n 3/8" A.40 USAR 6n 3/4" Y EST. n3/8" @ 0.25 .40 C1 .40 2 PERNOS n 7/8" .40 .20 .15 .50 .40 X .40 EST. n 3/8" .15 MALLA W 2.9 A .10 12n 1/2" A DIST. EN A.D. H.A. A 180 MATERIAL BASE MATERIAL GRANULAR (CASCAJO AL 90 % PROTOR) 2 n 3/4" DETALLE DE PEDESTAL 8 n 3/4" 1.50 x 1.50 FC= 160 Kg/Cm2 EN PAPATA MUROS F'C=180 Kg/Cm2 EN COLUMNAS, PEDESTALES Y PAVIMENTO F'C=210Kg/Cm EN LOSA Y VIGAS H LOSA: 0.14M TECHO H LOSA: 0.15M ENTREPISO FH=4200 Kg/Cm2 EN MALLA ENTREPISO Y TECHO n3/8" @ 0.25M EN LOSAS SALVO L1 Y L8 DONDE SERA n1/2" @ 0.25M ADIC. n1/2" @ 0.45 .40 .15 DINTEL TIPICO 2n 3/8" 2n1/2"+ 1n3/8" .40 V1 2n 3/8" 2n1/2"+ 1n3/8" DINTEL TIPICO 0.65 COLUMNA MURO USAR 6n 1/2" Y EST. n3/8" @ 0.25 .30 .30 0.50 0.15 0.40 0.40 0.40 0.70 0.30 0.50 0.25 0.10 0.30 0.20 0.30 1.50 1.50 0.50 6 n 3/4" 3/8 n @ .25 n 3/8" @ .25 6 n 1/2" 0.25 0.50 2 n 3/4" 2 PERNOS n 7/8" C-1 P P-2 COLUMNA DE PEDESTAL Y MURO P-2 P 0.50 8 n 3/4" COLUMNA DE PEDESTAL 2 n 3/4" 0.50 0.50 1/2 " @ 0.12 1.50 1.50 MALLA W 2.9 @ 0.10 1/2 " @ 0.12 2 PERNOS n 7/8" 3/8" @ 0.25 .40 P-1 C-1 6 n 1/2 0.30 0.30 3/8 @ .25 COLUMNA DE MURO 1/2 " @ 0.15 1.00 0.30 0.40 1.00 1.00 3 n 3/8" BLOCKS 6" n 3/8"@ .25 0.30 0.70 PAPATA DE MURO 0.60 n 3/8" @ .40 -0.60 0.20 0.15 0.18 0.60 0.50 VIGA PEDESTAL COLUMNA 0.10 DETALLE COLUMNA PARA PUERTA ENRROLLABLE 0.275 0.30 VIGA 0.50 0.25 0.05 0.175 0.10 0.30 0.20 0.25 n 3/8 @.25 n 3/8 @.25 ESTRUCTURAL TECHO ESCALERA FC= 160 Kg/Cm2 EN PAPATA MUROS F'C=180 Kg/Cm2 EN COLUMNAS, PEDESTALES Y PAVIMENTO F'C=210Kg/Cm EN LOSA Y VIGAS H LOSA: 0.14M TECHO H LOSA: 0.15M ENTREPISO FH=4200 Kg/Cm2 EN MALLA USAR 6n 3/4" Y EST. n3/8" @ 0.25 .40 C1 .40 DETALLE DE PEDESTAL 8 n 3/4" 0.15 SECC.ESCALERA .80 0.30 DONDE SERA n1/2" @ 0.25M n3/8" @ 0.25M EN LOSAS ADIC. n1/2" @ 0.45 ENTREPISO Y TECHO SALVO L1 Y L8 2n1/2"+ 1n3/8" n 3/8 @ .15 4 n 3/8 Y EST. n 3/8 @ .20 TEMP. DINTEL TIPICO 6 n 1/2" Y EST. .15 .40 DINTEL TIPICO V1 2n1/2"+ 1n3/8" .40 0.65 1.50 x 1.50 PC1 V3 0.30 3n 1/2 .30 Y EST. n3/8" COLUMNA MURO 2n 3/8" USAR 10n 1/2"A.D 2n 3/8" .30 @ 0.25 FY= 2800Kg/Cm2 0.25 h 0.65 USAR 6n 1/2" EST. n3/8" @0.25 10n 1" 2n 3/8" .30 2n 3/8" V1 11.60 .30 h LOSA V1 EST. n3/8" @0.25 0.65 10 n 1" .40 (0.15 (ENTREPISO) (TECHO) .15 3 n 1/2" PLANTA TECHO ESCALERA PAPATA MUROS .60 3n 3/8" 0.30 n 3/8" A.40 .20 MATERIAL BASE 12n 1/2" A DIST. EN A.D. 1.50 x 1.50 n 3/8 @.25 H.A. A 180 EST. n 3/8" .15 .40 X .40 .40 n 3/8 @.25 .15 2 n 3/4" .50 MATERIAL GRANULAR (CASCAJO AL 90 % PROTOR) MALLA W 2.9 A .10 2 PERNOS n 7/8" FC= 160 Kg/Cm2 EN PAPATA MUROS F'C=180 Kg/Cm2 EN COLUMNAS, PEDESTALES Y PAVIMENTO F'C=210Kg/Cm EN LOSA Y VIGAS H LOSA: 0.14M TECHO H LOSA: 0.15M ENTREPISO FH=4200 Kg/Cm2 EN MALLA \A1;1 1/2" \A1;2 1/2" \A1;2 1/2" \A1;1 1/2" \A1;3/8" \A1;"5 \A1;8 1/2" \A1;2 1/2" \A1;2 1/2" \A1;1 1/2" \A1;1 1/2" n 3/8" @ 0.25 P-3 1/2 " @ 0.12 COLUMNA DE PEDESTAL DETALLES ESTRUCTURALES Y MURO 0.50 0.40 0.40 P 0.50 2.00 0.45 0.65 2.00 C-2 0.90 1/2 " @ 0.12 2 n 3/4" .40 8 n 3/4" 3/8" n @ 0.25 n 1/2" @ 0.12 0.50 8 n 1/2" 0.40 8 n 3/4" 2 PERNOS n 7/8" UNION DE VIGAS ESCALA 1:75 2 PLACAS 3/8" SOLDADA CON D=1/4" \A1;6 TORNILLOS @325 d1/2" APOYO DE GRUA A01 3 ESCALA 1:75 COLUMNA A01 3 ( EN CADA LADO) 6 TORNILLOS A 325d 1" 1 1/2" \A1;1/4" TORNILOS A325 d 1/2" 1 1/2" 2 1/2" 2 1/2" 8 1/2" \A1;6" "5 3/8" REFUERZO 1/4" 1 1/2" 2 1/2" 2 1/2" 1 1/2" ( EN CADA LADO) 6 TORNILLOS A 325d 1" \A1;1/4" 6" 2" 10" 18" 4" D 8" 1/4 " c 25" B 8" O 3/4:" TENSOR CONTRA VIENTO TENSORES DE ARRIOSTRAMIENTO 7/8 O 10 TORNILLOS 1/4 " 1/4 " 6" 1/4 " VARIABLE DE 25" A 10" TORNILLO 1/2 n 3" PL. 3/16" 6" n 1/2" VIGA H.A. 8" 1/4 " ESECCION PERFIL DE 7/8 O 10 TORNILLOS 18" 1/2 " 25" 3" 3" 3" 3" 3" 1/2 " B E 25" 25" 4" 3" 3" 3" 10" 25" 25" 3" 4" 3" 1/2 " 1/2 " 4" 1/4 " 3" 1/4 " 25" 3" 3" 3" 3" 25" 3" 3" 1/4 " 21'-6" 20'-0" 1/2 " 10" 10" 8 TORNILLOS DE 7/8 O SECCION E E' A TILLAS O 1/2 " A 0.40 2" 2 1/2 " 2" PERFIL LONGITUDINAL PEDESTAL 1/4 " 10" 1/2 " USAR 6n 3/4" Y EST. n3/8" @ 0.25 .40 .40 X .40 C1 .40 2.00 x 2.00 31/2" 4" 4" 25" H.A. A 180 12n 1/2" A DIST. EN A.D. EST. n 3/8" .15 2 PERNOS n 7/8" E 6" 3" ALUPINC CAL. 26 15.00 PLACA DE MURO VIGA ACERO 8 TORN. n 7/8" 1.75 10 TORN. n 7/8" 25" 25" 8 TORN. n 7/8" 10 TORN. n 7/8" 10" ELEVACION PORTICO 1 LUP 6.60 10" .50 10" 15.00 Mts ELEVACION PORTICO 2 LUPES 12.24 Mts 6.10 1" 3" 6" 12" 5" 2 1/2 " 18" 10" 2" 2" 4" 1" 1" 1/2 " 3" 2" 6" SECCION D - D 4" 2 PERNOS DE 1" O 7" 3" 6" 12" 12" .15 3" .15 7" 4" 1" 1" 4" 31/2" 6" SECCION B-B' 10" DETALLES DEL ACERO 1 SECCION A-A' DETALLE DE CORREA 6"

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	anchorages, autocad, connections, DETAIL, details, DWG, metallic, roof, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier