Cover Of Metalic Structure DWG Detail for AutoCAD

Cover Of Metalic Structure DWG Detail for AutoCAD

Cover with metallic structur’,Galvanized roof,piazzas with profiles,foundation plant, constructive details

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

faith and joy, ecuador, fiscomisional school, plaque, galvalumen roof, lattice, plinth, replantillo, pedestal, lower armor, armor yy, no., armor xx, location, box plinths, type, upper armor, scale, foundations, project:, iron types:, column anchor, deck plant, ac portico, plate detail, column detail, column, anchor bolt, metal plate, chain detail, plinth type, arm. inf x-x, arm. inf and, rainwater, collection of, elevation, plant, metal column, sheet of steel, summary of materials, dimensions, length., desar., total, weight, observation, bolts, plates, in beams the superior overlap will be made in the center of the section and the, profile type, the same section, lower in the column supports, depth of foundation, general specifications, steel of stirrup and temperature, steel of reinforcement corrugated, section, objecttype, numpieces, totallength, totalweight, text , unitless, kgf, frame, theme of the project:

Raw text data extracted from CAD file:

6 5 4 3 2 1 A B C 6 5 4 3 2 1 A B C A B C FE Y ALEGRÍA ECUADOR COLEGIO FISCOMISIONAL "JOSÉ MARÍA VÉLAZ" \A1;1.4000 \A1;1.6000 \A1;1.6000 \A1;1.4000 \A1;1.6000 \A1;1.4000 \A1;1.4000 \A1;1.6000 \A1;1.4000 \A1;1.6000 \A1;1.4000 \A1;1.6000 \A1;1.4000 \A1;1.6000 \A1;1.4000 \A1;1.6000 \A1;1.6000 \A1;1.4000 \A1;1.4000 \A1;1.6000 \A1;1.6000 \A1;1.4000 \A1;1.6000 \A1;1.4000 \A1;11.0000 \A1;2.0804 \A1;7.5297 \A1;2.0000 \A1;11.0000 \A1;2L50*4 \A1;2L50*5 \A1;2L50*5 \A1;2L60X6 \A1;2L100X8 \A1;2L100X8 \A1;2L60X6 \A1;1.4000 \A1;7.5297 \A1;2L100X8 \A1;2.0000 \A1;1.4000 \A1;2L60X6 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;1.0000 \A1;0.8000 \A1;0.8000 \A1;0.3000 \A1;0.3000 \A1;2L50X4 \A1;0.3000 \A1;0.3000 \A1;0.1000 \A1;.50 \A1;2.00 \A1;.08 \A1;.40 \A1;1.40 \A1;650 \A1;400 \A1;1.40 \A1;1.60 \A1;.65 \A1;.40 \A1;2L50X4 \A1;2L50X4 \A1;2L50X4 \A1;2L50X4 \A1;2l50x6 \A1;2L60x6 \A1;2l50x6 \A1;2l50x6 \A1;2l50x6 \A1;2L60x6 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;11.0000 \A1;11.0000 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;11.0000 \A1;11.0000 \A1;23.6000 \A1;31.6000 \A1;23.6000 5 5 5 5 5 5 5 5 5 C1 P1 C1 P1 5 5 C1 P1 5 5 5 5 P1 C1 5 5 P1 C1 P1 C1 5 5 5 C1 P1 5 P1 C1 5 5 5 C1 P1 5 C1 P1 5 5 5 P1 C1 5 5 P1 C1 5 CADENA .30*.30 5 5 5 5 5 5 5 5 5 N+7.50 N±0.00 N-2.00 5 5 CADENA .30*.30 C200*50*6 PLACA 200*2000*6 5 200*2000*6 PLACA L C N+9.85 TECHO DE GALVALUMEN e=0.65mm C200*50*5 2CORREAS 2L50*4 ENREJADO 2L50*5 ENREJADO 2L50*5 ENREJADO C200*50*5 C200*50*6 2L60X6 2L100X8 ENREJADO ENREJADO 2G200X50X15X2 2G200X50X15X2 2CORREAS 2L100X8 2L60X6 ENREJADO ENREJADO CADENA.30*.30 CADENA.30*.30 PLINTO 5 REPLANTILLO PEDESTAL 2G200X50X15X2 C200*50*5 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 PORTICO 6 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 1G200X50X15X2 1G200X50X15X2 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 2G200X50X15X2 PORTICO 5 PORTICO 4 PORTICO 3 PORTICO 2 PORTICO 1 5 5 ARMADURA INFERIOR ARMADURA Y-Y No. 12 ARMADURA X-X UBICACION 0.40 B(y-y) 1.60 H CUADRO DE PLINTOS C--C2-C3-C4-C5-C6 1.40 A(x-x) P1 TIPO DIMENSIONES (m) ARMADURA X-X ARMADURA Y-Y ARMADURA SUPERIOR 1-50 ESCALA CIMENTACION b b PROYECTO: a c a g g I a b C g a a b b g b a L TIPOS DE HIERROS: G g 1-50 ESCALA PORTICOS 1-2-3-4-5-6 5 2L100X8 5 CADENA.30*.30 PEDESTAL REPLANTILLO 5 N-2.00 PLINTO ENREJADO C200*50*6 200*2000*6 C200*50*6 PLACA 2L60X6 N±0.00 e=0.65mm TECHO DE GALVALUMEN N+7.50 ENREJADO g G TIPOS DE HIERROS: L a b g b b a a g C b a I g g a c a b b A1-A2-A3-A4-A5-A6 ESCALA ANCLAJE DE COLUMNA 1-12.5 PLANTA DE CUBIERTA ESCALA 1-50 PORTICO A-C ESCALA 1-50 5 5 5 5 5 5 5 5 DETALLE DE PLACA 5 5 5 6d14Mc101 CADENA .30*.30 6d14Mc101 CADENA .30*.30 6d14Mc101 CADENA .30*.30 6d14Mc101 CADENA .30*.30 6d14Mc101 CADENA .30*.30 6d14Mc101 CADENA .30*.30 6d14Mc101 6d14Mc101 CADENA .30*.30 6d14Mc102 6d14Mc101 CADENA .30*.30 CADENA .30*.30 6d14Mc102 2L50X4 ENREJADO ESCALA DETALLE DE COLUMNA 1-50 C200*50*6 C200*50*6 C200*50*5 C200*50*5 2CORREAS 2G200X50X15X2 5 5 e=15mm PLACA 400*650 COLUMNA 1d20 CORRUG. L=.70m PERNO DE ANCLAJE 400*600*15 PLACA METALICA 20cm 1/8" SOLDADURA EXX60 C200*50*6 5 .50 850Ed10Mc111 DETALLE DE CADENA ESCALA 1-25 REPLANTILLO 6d14 Mc.101 @.15 PEDESTAL .65*.40 PLACA 400*650 e=15mm CADENA.30*.30 PLINTO TIPO ESCALA 1-50 2.00 N±0.00 N-2.00 PLINTO REPLANTILLO .08 .40 ARM. INF. X-X 1d12@.15 1.40 ARM. INF. X-X 1d14@.15 1d14@.15 ARM. INF. Y-Y CADENA.30*.30 220Ed10Mc131 1ed10@.10 10d14Mc161 9d14Mc162 8d12Mc163 8d12Mc163 ESCALA 1-50 650 400 PLACA METALICA 400*650*15 AGUAS LLUVIAS RECOLECCION DE 8d16Mc115 1.40 1.60 ELEVACION PLANTA ESCALA PLINTO TIPO 1-50 .65 .40 CADENA.30*.30 1.40*1.60 1.40*1.60 PLINTO PEDESTAL .65*.40 COLUMNA METALICA .60*.20 PLANILLA DE ACEROS MARCAS 100 RESUMEN DE MATERIALES Mc TIPO d mm No. DIMENSIONES LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. d (mm) 8 10 12 14 16 18 20 22 25 28 32 W (Kg/m) 0.395 0.617 0.888 1.208 1.578 2.000 2.466 2.984 3.853 4.834 6.310 L (m) PESO (Kg) a b c g Wtot (Kg) = Marca 100 101 L 14 54 11.80 0.50 0.00 0.20 12.50 675.00 815.40 102 I 14 12 8.30 0.00 0.00 0.00 8.30 99.60 120.32 111 O 10 850 0.25 0.25 0.00 0.10 1.20 1020.00 629.34 115 C 16 192 1.85 0.30 0.00 0.00 2.45 470.40 742.29 131 O 10 220 0.55 0.35 0.00 0.08 1.96 431.20 266.05 161 C 14 120 1.35 0.10 0.00 0.00 1.55 186.00 224.69 162 C 14 108 1.55 0.10 0.00 0.00 1.75 189.00 228.31 163 C 12 184 1.20 0.30 0.00 0.00 1.80 331.20 294.11 0 1451.20 331.20 1149.60 470.40 0 0 0 0 0 0 0.00 895.39 294.11 1388.72 742.29 0.00 0.00 0.00 0.00 0.00 0.00 3320.51 d20mm L=.70 200*2000*6 400*650*15 PERNOS PLACAS PLACAS 120 226 348 694 96 u 12 u 123 u TOTAL ACOTACIONES EN (m) A MENOS QUE SE ESPECIFIQUE OTRA UNIDAD EN VIGAS EL TRASLAPE SUPERIOR SE HARA EN EL CENTRO DEL TRAMO Y EL EN COLUMNAS NO TRASLAPAR MAS DEL 50% DEL ACERO DE REFUERZO EN LOS ANCLAJES Y TRASLAPES SERAN AL MENOS DE 40d DE LA VARILLA RESUMEN DE MATERIALES (mm) PERFIL TIPO UNA MISMA SECCION INFERIOR EN LOS APOYOS DE COLUMNAS PROFUNDIDAD DE CIMENTACION SUELO MEJORADO ESPESOR DE 1.50 m ACERO ESTRUCTURAL fy=2400 Kg/cm2 UBICACION hf=-2.00m (DEL N.N.T.) (kg) PESO TOTAL A36 # CAPACIDAD ADMISIBLE DEL SUELO (MECANICA DE SUELOS) ESPECIFICACIONES GENERALES HORMIGON A LOS 28 DIAS ACERO DE ESTRIBO Y TEMPERATURA ACERO DE REFUERZO CORRUGADO f`c=210 Kg/cm2 Is=1.50 Kg/cm2 fy=4200 Kg/cm2 fy=4200 Kg/cm2 PLINTOS (M3) = 10.75 HORMIGON f'c = 210 Kg/cm2 PEDESTAL (M3) = 4.80 PLINTOS (M3) = 6.80 HORMIGON f'c = 180 Kg/cm2 CADENAS (M3) = 9.40 PEDESTAL .65*.40 2L50X4 ENREJADO ENREJADO 2L50X4 2L50X4 ENREJADO 2L50X4 ENREJADO 2l50x6 ENREJADO ENREJADO 2L60x6 2l50x6 ENREJADO ENREJADO 2l50x6 2l50x6 ENREJADO ENREJADO 2L60x6 C200*50*6 TABLE: Material List 2 - By Section Property Section ObjectType NumPieces TotalLength TotalWeight Text Text Unitless m Kgf C200X50X5 Frame 384 385,53772 4387,85 2L50X5 Frame 132 174,20306 1298,96 C200X50X6 Frame 192 165,21277 2240,81 2L50X4 Frame 216 254,96016 1536,92 2L50X6 Frame 40 58,83753 531,09 2G1500X50X2 Frame 115 690 5329,19 2L100X8 Frame 72 102,2325 2272,48 2L60X6 Frame 181 178,23862 1913,84 C200X50X11 Frame 24 20,86381 442,68 Wtotal= 19953,82 RESUMEN DE MATERIALES C200*50*6 C200*50*6 C200*50*6 C200*50*6 C200*50*6 "CUBIERTA ESTRUCTURA DE ACERO" TEMA DEL PROYECTO: "CUBIERTA ESTRUCTURA DE ACERO" TEMA DEL PROYECTO:

Language	Spanish
Drawing Type	Detail
Category	Utilitarian Buildings
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	adega, armazenamento, autocad, barn, cave, celeiro, cellar, constructive, cover, DETAIL, details, DWG, grange, keller, le stockage, metalic, metallic, plant, scheune, speicher, storage, structure