Gateway Bridge Details DWG Detail for AutoCAD

Gateway Bridge Details DWG Detail for AutoCAD

Details covered bridge for linking bridge between two industrial buildings with metal structure; cantilever beams;

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

knots detail, knot, string connection:, knot, lateral elevation esc:, knots detail, knot, string connection:, university of san andres faculty of engineering civil engineering drawing tecnico ii, road project, elaborates: cocarico mamani franz cleto c.i .: l.p. r.u., esc, group:, flat:, revises: teacher ing. street andrade alex auxiliary: univ. poma garcia franco denis univ. red dogwood roly ivan, knot, lateral elevation esc:, knots detail, knot, string connection:, cut, detail of support:, plant esc:, cut, university of san andres faculty of engineering civil engineering drawing tecnico ii, wood bridge project, elaborates: cocarico mamani franz cleto c.i .: l.p. r.u., esc esc, group:, flat:, revises: teacher ing. street andrade alex auxiliary: univ. poma garcia franco denis univ. red dogwood roly ivan, university of san andres faculty of engineering civil engineering drawing tecnico ii, wood bridge project, elaborates: cocarico mamani franz cleto c.i .: l.p. r.u., esc, group:, flat:, revises: teacher ing. street andrade alex auxiliary: univ. poma garcia franco denis univ. red dogwood roly ivan, knot, lateral elevation esc:, knot, lateral elevation esc:, cut, detail of support:, plant esc:, cut, university of san andres faculty of engineering civil engineering drawing tecnico ii, wood bridge project, elaborates: cocarico mamani franz cleto c.i .: l.p. r.u., esc, group:, flat:, revises: teacher ing. street andrade alex auxiliary: univ. poma garcia franco denis univ. red dogwood roly ivan, university of san andres faculty of engineering civil engineering drawing tecnico ii, wood bridge project, elaborates: cocarico mamani franz cleto c.i .: l.p. r.u., esc esc, group:, flat:, revises: teacher ing. street andrade alex auxiliary: univ. poma garcia franco denis univ. red dogwood roly ivan, viewnumber, sheetnumber, tagnumber, cut, plant view, detail, detail esc., detail, bathrooms, detail esc., detail esc., detail esc., total weight, scheme, detail, porcelain tile, multifenolico mm, porcelain, isolant, hygrothermic barrier, stiffening plate, phenolic, superboard board, gypsum rock plate, durlock esp., pgc amount, isover glass wool, steel sheet, base heel, grill, stirrups, compression mortar, threaded rod anchored, profile, detail of columns esc., threaded rod anchored, steel sheet, profile, detail, general notes metal structure metal steel profiles electrode welds welds in fillet type knots. reinforced with butt welds with the main strings all welds must be perfectly tuned to avoid imperfections the whole structure must be painted with similar matte mahogany oxide anticorrosive paint. reinforced concrete concrete reinforcement steel type high strength special notes pedestrian overload is from, lateral view esc., detail esc., prof. headline:, students:, flat:, workshop

Raw text data extracted from CAD file:

10 6 6,24 6 10 9,86 6,24 10 \A1;6.00 \A1;10.00 \A1;10.00 \A1;6.00 \A1;10.00 \A1;6.00 DETALLE DE NUDOS Nudo 1 ESC: 1:25 Nudo 2 ESC: 1:25 Nudo 3 ESC: 1:25 Nudo 8 ESC: 1:25 Nudo 7 ESC: 1:25 Nudo 6 ESC: 1:25 Nudo 5 ESC: 1:25 Nudo 4 ESC: 1:25 Unión de Cordón 1 ESC: 1:25 Unión de Cordón 2 ESC: 1:25 Unión de Cordón 3 ESC: 1:25 Unión de Cordón 4 ESC: 1:25 Unión de Cordón 5 ESC: 1:25 10.0 6.0 6.239999999999327 5 9.99999999999909 5 6.240000000000919 10.0 6.0 10.0 10.0 6.0 5 6.0 \A1;102.57 102.5743739325699 \A1;4.10 \A1;4.10 \A1;4.10 \A1;4.10 \A1;4.90 NUDO 1 NUDO 2 NUDO 5 NUDO 4 NUDO 6 ELEVACIÓN LATERAL ESC: 1:50 4.099999999999909 4.100000000000364 4.099999999999454 4.100000000000364 4.900000000001455 \A1;.06 \A1;.06 \A1;.10 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.06 \A1;.06 \A1;.10 \A1;.10 \A1;.06 DETALLE DE NUDOS Nudo 1 ESC: 1:25 Nudo 2 ESC: 1:25 Nudo 3 ESC: 1:25 Nudo 8 ESC: 1:25 Nudo 7 ESC: 1:25 Nudo 6 ESC: 1:25 Nudo 5 ESC: 1:25 Nudo 4 ESC: 1:25 Unión de Cordón 1 ESC: 1:25 Unión de Cordón 2 ESC: 1:25 Unión de Cordón 3 ESC: 1:25 Unión de Cordón 4 ESC: 1:25 Unión de Cordón 5 ESC: 1:25 0.0624000000007072 5 0.1000000000003638 5 0.0623999999997977 0.0999999999994543 0.0599999999994907 0.1000000000003638 0.0999999999994543 0.0600000000004002 5 0.0599999999990359 0.0623999999988882 0.0600000000004002 0.1000000000003638 0.1000000000003638 0.0599999999994907 UNIVERSIDAD MAYOR DE SAN ANDRES \W5.40399; FACULTAD DE INGENIERIA \W9.42526; INGENIERIA CIVIL \W8.83956; DIBUJO TECNICO II PROYECTO CARRETERO ELABORA: COCARICO MAMANI FRANZ CLETO C.I.: 9076692 L.P. R.U.: 1692782 ESC 1:1000 GRUPO: B PLANO: 3/3 \W9.27311; REVISA: DOCENTE ING. CALLE ANDRADE ALEX AUXILIAR: UNIV. POMA GARCIA FRANCO DENIS UNIV. ROJAS CORNEJO ROLY IVAN \A1;4.10 \A1;4.10 \A1;4.90 \A1;.62 \A1;.62 \A1;.62 \A1;.62 \A1;.37 \A1;.62 \A1;.62 \A1;1.44 \A1;.82 \A1;.84 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.72 \A1;.72 \A1;1.44 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.72 \A1;.72 \A1;1.44 \A1;16.40 \A1;4.10 \A1;4.10 \A1;.10 \A1;.06 \A1;.06 \A1;.06 \A1;.10 \A1;.10 \A1;.10 \A1;.06 \A1;.10 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.06 \A1;.35 \A1;.42 \A1;.26 \A1;.06 \A1;.43 \A1;.06 \A1;.10 \A1;.10 \A1;.06 \A1;.06 \A1;.06 \A1;.10 \A1;.10 \A1;.10 \A1;.42 \A1;.26 \A1;.06 \A1;.43 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.50 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.06 \A1;.22 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.39 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.50 \A1;.39 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.06 \A1;.22 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.72 \A1;.72 \A1;.10 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.41 \A1;.41 \A1;.06 \A1;.10 \A1;.06 \A1;.10 \A1;.42 \A1;.42 NUDO 1 NUDO 2 NUDO 5 NUDO 4 NUDO 6 ELEVACIÓN LATERAL ESC: 1:50 4.099999999999909 4.100000000000364 4.099999999999454 4.100000000000364 4.900000000001455 16.40000000000009 DETALLE DE NUDOS Nudo 1 ESC: 1:25 Nudo 2 ESC: 1:25 Nudo 3 ESC: 1:25 Nudo 8 ESC: 1:25 Nudo 7 ESC: 1:25 Nudo 6 ESC: 1:25 Nudo 5 ESC: 1:25 Nudo 4 ESC: 1:25 Unión de Cordón 1 ESC: 1:25 Unión de Cordón 2 ESC: 1:25 Unión de Cordón 3 ESC: 1:25 Unión de Cordón 4 ESC: 1:25 Unión de Cordón 5 ESC: 1:25 0.1000000000000227 0.0600000000000023 0.0624000000000251 5 0.0999999999998522 5 0.1000000000000227 0.0600000000000023 0.0999999999999659 0.1000000000000227 0.0600000000000023 5 0.0599999999999454 0.6200000000000045 0.0624000000000251 0.3514357411897322 0.4207467951128478 0.2587609686398196 0.0623999999999683 5 5 0.1000000000000796 0.1000000000000227 0.0599999999999454 0.0624000000000251 5 0.0999999999999091 5 0.1000000000000227 0.420746795112791 0.2587609686397627 0.0624000000000251 5 5 0.1000000000000227 5 0.0999999999999659 5 0.0999999999999659 5 0.6200000000001182 5 5 0.0999999999999659 0.0600000000000023 0.1000000000000227 0.0624000000000251 0.0623999999999683 0.2200000000003115 5 0.0999999999998522 0.0599999999999454 0.1000000000000227 0.6200000000000045 0.0600000000000023 0.0999999999999659 0.0600000000000023 0.1000000000000227 0.6200000000000045 0.0624000000000251 0.3723999999999705 0.3880856649581119 5 0.1000000000000227 5 0.1000000000000227 5 0.1000000000001364 5 0.6200000000001182 5 0.3880856649581119 5 0.1000000000000227 0.0600000000000591 0.1000000000000227 0.0624000000000251 0.0624000000000251 0.2200000000003115 5 0.0999999999999091 0.0599999999999454 0.1000000000000227 0.6200000000000045 0.0600000000000023 0.1000000000000227 0.0598050799875409 0.0999999999999659 0.0623999999999114 0.7189999999999372 0.7188050799875327 1.439805079987536 5 5 0.0999999999999091 5 0.0999999999999659 5 5 5 5 0.1000000000000796 5 0.1000000000000227 5 5 5 0.0600000000000023 0.1000000000000227 0.0598050799875409 0.0999999999999659 0.0623999999999114 0.7189999999999941 0.7188050799875327 1.439805079987536 0.0600000000000023 0.1000000000000227 0.0598050799875409 0.0999999999999659 0.0623999999999114 0.7189999999999372 0.7188050799875327 1.439805079987536 \A1;1.00 \A1;.35 \A1;.35 \A1;.35 \A1;.30 \A1;.30 \A1;.82 \A1;1.75 \A1;.36 \A1;2.00 0.3500000000001364 0.3499999999999091 0.3500000000001364 0.8199999999999932 1.75 CORTE A-A ESC: 1:20 DETALLE APORCILO DE APOYO ESC: 1:20 0.3600000000000136 1.0 2.0 PLANTA ESC: 1:25 0.2999999999999545 0.2999999999999545 CORTE ESC: 1:25 UNIVERSIDAD MAYOR DE SAN ANDRES \W5.40399; FACULTAD DE INGENIERIA \W9.42526; INGENIERIA CIVIL \W8.83956; DIBUJO TECNICO II PROYECTO PUENTE DE MADERA ELABORA: COCARICO MAMANI FRANZ CLETO C.I.: 9076692 L.P. R.U.: 1692782 ESC 1:50 ESC 1:25 ESC 1:20 GRUPO: B PLANO: 1/2 \W9.27311; REVISA: DOCENTE ING. CALLE ANDRADE ALEX AUXILIAR: UNIV. POMA GARCIA FRANCO DENIS UNIV. ROJAS CORNEJO ROLY IVAN UNIVERSIDAD MAYOR DE SAN ANDRES \W5.40399; FACULTAD DE INGENIERIA \W9.42526; INGENIERIA CIVIL \W8.83956; DIBUJO TECNICO II PROYECTO PUENTE DE MADERA ELABORA: COCARICO MAMANI FRANZ CLETO C.I.: 9076692 L.P. R.U.: 1692782 ESC 1:25 GRUPO: B PLANO: 2/2 \W9.27311; REVISA: DOCENTE ING. CALLE ANDRADE ALEX AUXILIAR: UNIV. POMA GARCIA FRANCO DENIS UNIV. ROJAS CORNEJO ROLY IVAN \A1;4.10 \A1;4.10 \A1;4.90 \A1;16.40 \A1;4.10 \A1;4.10 NUDO 1 NUDO 2 NUDO 5 NUDO 4 NUDO 6 ELEVACIÓN LATERAL ESC: 1:50 4.099999999999909 4.100000000000364 4.099999999999454 4.100000000000364 4.900000000001455 16.40000000000009 A A \A1;4.10 \A1;4.10 \A1;4.90 \A1;16.40 \A1;4.10 \A1;4.10 NUDO 1 NUDO 2 NUDO 5 NUDO 4 NUDO 6 ELEVACIÓN LATERAL ESC: 1:50 4.099999999999909 4.100000000000364 4.099999999999454 4.100000000000364 4.900000000001455 16.40000000000009 A A \A1;1.00 \A1;.35 \A1;.35 \A1;.35 \A1;.30 \A1;.30 \A1;.82 \A1;1.75 \A1;.36 \A1;2.00 0.3500000000001364 0.3499999999999091 0.3500000000001364 0.8200000000001637 1.75 CORTE A-A ESC: 1:20 DETALLE APORCILO DE APOYO ESC: 1:20 0.3600000000001273 1.0 2.0 PLANTA ESC: 1:25 0.2999999999997272 0.3000000000001819 CORTE ESC: 1:25 UNIVERSIDAD MAYOR DE SAN ANDRES \W5.40399; FACULTAD DE INGENIERIA \W9.42526; INGENIERIA CIVIL \W8.83956; DIBUJO TECNICO II PROYECTO PUENTE DE MADERA ELABORA: COCARICO MAMANI FRANZ CLETO C.I.: 9076692 L.P. R.U.: 1692782 ESC 1:25 GRUPO: B PLANO: 2/2 \W9.27311; REVISA: DOCENTE ING. CALLE ANDRADE ALEX AUXILIAR: UNIV. POMA GARCIA FRANCO DENIS UNIV. ROJAS CORNEJO ROLY IVAN UNIVERSIDAD MAYOR DE SAN ANDRES \W5.40399; FACULTAD DE INGENIERIA \W9.42526; INGENIERIA CIVIL \W8.83956; DIBUJO TECNICO II PROYECTO PUENTE DE MADERA ELABORA: COCARICO MAMANI FRANZ CLETO C.I.: 9076692 L.P. R.U.: 1692782 ESC 1:50 ESC 1:25 ESC 1:20 GRUPO: B PLANO: 1/2 \W9.27311; REVISA: DOCENTE ING. CALLE ANDRADE ALEX AUXILIAR: UNIV. POMA GARCIA FRANCO DENIS UNIV. ROJAS CORNEJO ROLY IVAN \A1;2.86 \A1;0.37 \A1;0.1 \A1;1,70 \A1;0,12 \A1;0.22 \A1;0.14 VIEWNUMBER SHEETNUMBER TAGNUMBER TAGNUMBER TAGNUMBER \A1;0.25 \A1;0.13 \A1;0.9 \A1;1.9 \A1;\U+22050.4 \A1;\U+22050.4 \A1;0.16 \A1;0.2 \A1;0.2 \A1;3.34 \A1;2.91 \A1;0.2 \A1;0.17 \A1;1.9 \A1;0.16 \A1;0.16 \A1;0.16 \A1;2.7 \A1;0.5 \A1;0.3 \A1;0.1 \A1;1.8 \A1;0.1 \A1;2.7 \A1;0.9 \A1;0.9 \A1;0.9 \A1;0.9 \A1;0.9 \A1;0.9 \A1;0.9 \A1;0 \A1;0.1 \A1;4.2 \A1;0.1 \A1;1.8 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.9 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;1.8 \A1;0.1 \A1;0.1 \A1;0.4 \A1;0.1 \A1;2.94 \A1;1.37 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.13 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.13 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.87 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.2 \A1;0.87 \A1;0.12 \A1;1.75 \A1;0.12 \A1;0.6 \A1;1.2 \A1;0.6 \A1;0.91 \A1;0.3 \A1;3.00 \A1;1.2 \A1;2.4 \A1;2,8 \A1;0.1 \A1;0.1 \A1;0.1 \A1;0.1 \A1;0.1 \A1;0.1 \A1;0.1 \A1;0.3 \A1;0.5 \A1;0.25 \A1;2.4 \A1;2.4 \A1;2.4 \A1;2.4 \A1;2.4 \A1;1.83 \A1;12 \A1;12.5 \A1;1.95 \A1;12 \A1;0.3 \A1;0.5 \A1;0.25 \A1;1.7 10,00 0.6 9.4 0.6 0.2 0.2 \A1;3,10 \A1;0.8 \A1;0.8 \A1;0,12 N.P.T.+0.30 \A1;2.55 \A1;45.00° \A1;1,00 \A1;1,00 \A1;0,40 \A1;0,40 \A1;0,45 \A1;0,45 5 5 5 1,70 0,12 \A1;1.95 CORTE VISTA PLANTA 5 5 0.127 5 0.0254 0.0508 0.127 0.127 0.127 0.127 0.127 0.127 0.127 DETALLE 1 DETALLE 2 DETALLE 3 DETALLE 5 DETALLE 6 DETALLE 7 DETALLE 1 ESC. 1: DETALLE 2 ESC. 1: DETALLE 3 ESC. 1: DETALLE 4 ESC. 1: DETALLE 5 ESC. 1: DETALLE 6 ESC. 1: DETALLE 3 DETALLE 2 DETALLE 1 DETALLE 6 DETALLE 5 DETALLE 4 0.127 0.127 0.127 0.127 0.127 0.127 0.127 0.127 A A 24 25 26 27 134 33 32 31 30 29 28 baños 35 36 34 19 46 47 42 43 44 45 38 39 40 41 35 36 37 33 32 31 30 29 28 27 26 25 24 23 22 21 20 18 17 26 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 S 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 1 2 3 4 5 6 7 8 9 S 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3.00 5 5 2,8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.0254 0.0508 DETALLE 7 ESC. 1: 0.127 0.127 0.127 0.127 0.127 0.127 0.127 0.127 DETALLE 4 ESC. 1: DETALLE 5 ESC. 1: DETALLE 1 ESC. 1: DETALLE 2 ESC. 1: DETALLE 3 ESC. 1: DETALLE 9 ESC. 1: 5 5 5 DETALLE 6 ESC. 1: h b t e h [mm] b [mm] t [mm] e [mm] Peso/barra [Kg] Peso Total [Ton] 100 50 15 3 29.42 1.265 ESQUEMA 5 10,00 5 5 5 C-1 C-2 B-2 B-1 C-3 C-4 B-4 B-3 5 5 3,10 DETALLE 7 5 5 0,12 zocalo de porcelanato 0,20 multifenolico 25 mm porcelanato 60x60 Isolant barrera higrotermica Placa de rigidización Fenólico esp.1cm. Placa Superboard Placa de roca de yeso Durlock esp. 12.5mm. Montante PGC 100 Lana de vidrio Isover 25mm N.P.T.+0.30 5 plancha de acero 5mm , 40x40cm (Platina) H°A° 1:3:3 10% talón de base H°A° parrilla d 20 c/ 16 estribos d6 c/10 4Fe d12 Mortero de Compresion "SicaGrout +0.30 5 varilla roscada 20mm anclada Perfil U DIN1026 n°20 (200mm) Detalle 7 (Bases de Columnas PLANTA) Esc. : 1:10 Detalle 8 (Bases de Columnas CORTE|Platina) Esc. : 1:10 1,00 1,00 0,40 0,40 Varilla roscada 20mm anclada Plancha de acero 5mm 40x40cm (Platina) Perfil U DIN1026 n°20 (200mm) 0,45 0,45 DETALLE 8 \W7.51375; NOTAS GENERALES \W7.60309; ESTRUCTURA METÁLICA 1. Perfiles Metálicos de acero A-36 2. Soldaduras con Electrodo 6013 3. Soldaduras en nudos de tipo Filete. Reforzados con Soldaduras a tope con los Cordones Principales 4. Todas las Soldaduras deben ser perfectamente Afinadas y Alineados, para evitar imperfecciones 5. Toda la Estructura debe ser Pintada con Pintura Anticorrosiva de Oxido Hierro, Mate Caoba MONOPOL, o Similar. HORMIGÓN ARMADO 1. Hormigón tipo h-20 2. Acero de refuerzo de alta resistencia AH-400 F NOTAS ESPECIALES 1. La sobrecarga Peatonal de Diseño, es de 400 kg/m2. Vista Lateral ESC. 1: 40 DETALLE 1 ESC. 1:10 DETALLE 3 ESC. 1:10 DETALLE 5 ESC. 1:10 DETALLE 2 ESC. 1:10 DETALLE 4 ESC. 1:10 DETALLE 6 ESC. 1:10 PROF. TITULAR: ALUMNOS: PLANO: TALLER VERTICAL DE CONSTRUCCIONES "B" Nivel: CONSTRUCCIONES III U.N.M.D.P. FIRMA: ESC 1:10 1:40 1:25 AYUDANTE: \W5.85234; 2015 Detalles Estructura Independiente de Puente Pasarela Planta ESC. 1: 25 PROF. TITULAR: ALUMNOS: PLANO: TALLER VERTICAL DE CONSTRUCCIONES "B" Nivel: CONSTRUCCIONES III U.N.M.D.P. FIRMA: ESC 1:50 1:10 1:20 AYUDANTE: \W5.85234; 2015 Detalles Estructura Independiente de Puente Pasarela Planta Bases ESC. 1: 50 Corte A ESC. 1:20

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Steel, Wood, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, bridge, buildings, cantilever, covered, DETAIL, details, DWG, gateway, industrial, metal, METAL STRUCTURE, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier