Map Of Barn Estrcutural DWG Detail for AutoCAD

Map Of Barn Estrcutural DWG Detail for AutoCAD

CONSTRUCTION DETAILS; FOUNDATION AND PARTS OF A BARN. FORM iron and steel

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

chain, plate detail, scale:, plate lift, scale:, compacted earth, simple concrete, mortar, ceramics, polyethylene, fine sand, ballast, stone ball, welded mesh, lateral left arrow, lateral right arrow, fence side section, circle central section, fence side section, no scale, thickness according to the brand, brand, brand, brand, brand, brand, detail of plant, section detail, section detail, chain, compacted earth, simple concrete, mortar, ceramics, polyethylene, fine sand, ballast, stone ball, welded mesh, lateral left arrow, lateral right arrow, fence side section, circle central section, fence side section, strap, lateral left arrow, lateral right arrow, fence side section, cercha plant, scale:, plant with straps, scale:, clenched up, scale:, detail, scale:, detail, scale:, detail, scale:, detail, scale:, detail, scale:, detail, scale:, detail, scale:, detail, scale:, Central University of Ecuador, faculty of urban planning architecture, architecture school, structures iii, sixth semester, parallel, name:, ruben cárdenas, blade, foundation plant, scale:, cut longitudinal chain, scale:, cutting transverse chain, scale:, exploding detail, scale:, cut aa string, scale:, plinth detail, scale:, plinth detail, scale:, detail of founding foundation union, scale:, anchor detail, scale:, motherboard detail, scale:, pedestal detail, scale:, base plate detail, scale:, detail base plate with pedestal, scale:, Mixed ceramic structure designed with concrete structural profiles Concrete type of steel is permissible from the floor. Ultimate concrete stress will be made of structural profiles. It will carry a layer of anticorrosive paint applied in the other workshop. the overlays will be times in the diameter. the coating free of elements in contact with the ground the coating of elements of the superstructure will be cm. All the elements will be stored in dry places covered to prevent oxidation deformations thereof. cold rolled profiles nuts bolts steel grade f and steel reinforcement fu steel f and steel welding complies with the standard aws, types of iron:, types of bent technical specifications, technical specifications, Central University of Ecuador, faculty of urban planning architecture, architecture school, structures iii, sixth semester, parallel, Ing. eduardo towers, name:, ruben cárdenas, blade, Central University of Ecuador, faculty of urban planning architecture, architecture school, structures iii, sixth semester, parallel, name:, ruben cárdenas, blade, welding, Ing. eduardo towers

Raw text data extracted from CAD file:

\A1;6.00 \A1;6.00 \A1;1.20 \A1;4.80 \A1;1.20 \A1;4.80 \A1;1.20 \A1;30.00 \A1;30.00 \A1;29.20 \A1;12.00 \A1;0.40 \A1;6.00 \A1;5.60 \A1;0.40 \A1;.01 \A1;.05 \A1;.01 \A1;.02 \A1;.02 \A1;.10 \A1;6.00 \A1;6.00 \A1;1.20 \A1;4.80 \A1;1.20 \A1;4.80 \A1;1.20 \A1;30.00 \A1;6.00 \A1;1.20 \A1;4.80 \A1;1.20 \A1;4.80 \A1;1.20 \A1;6.00 \A1;30.00 \A1;A \A1;B \A1;A \A1;e \A1;e \A1;A \A1;B \A1;C \A1;B \A1;B 1.84 0.55 0.75 \A1;6.00 \A1;4.60 \A1;30.00 \A1;15.00 \A1;15.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;15.69 \A1;10.00 \A1;a \A1;b \A1;c \A1;c \A1;b \A1;6.00 \A1;6.00 \A1;1.20 \A1;4.80 \A1;1.20 \A1;4.80 \A1;1.20 \A1;.01 \A1;.05 \A1;.01 \A1;.02 \A1;.02 \A1;.10 \A1;12.00 \A1;0.40 \A1;6.00 \A1;5.60 \A1;0.40 \A1;6.00 \A1;1.20 \A1;4.80 \A1;1.20 \A1;4.80 \A1;1.20 \A1;6.00 \A1;1.20 \A1;4.80 \A1;1.20 \A1;4.80 \A1;1.20 \A1;6.00 \A1;30.00 \A1;6.00 \A1;30.00 \A1;55.20 \A1;12.20 \A1;6.00 \A1;6.00 \A1;41.00 \A1;6.00 \A1;41.00 \A1;55.20 \A1;12.20 \A1;6.00 \A1;40.50 \A1;12.00 \A1;8.00 \A1;0.50 \A1;4.00 \A1;28.00 \A1;28.00 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;21.84 \A1;7.28 \A1;7.62 \A1;0.50 \A1;0.50 \A1;7.62 \A1;7.28 \A1;7.00 \A1;3.00 \A1;5.33 \A1;5.00 \A1;20.01 \A1;3.00 \A1;1.09 \A1;7.28 \A1;10.54 \A1;7.62 \A1;1.50 \A1;0.50 \A1;0.50 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.09 \A1;1.09 \A1;1.09 \A1;1.09 \A1;1.09 \A1;1.09 \A1;1.47 \A1;1.36 \A1;1.92 \A1;1.21 \A1;1.27 \A1;1.07 \A1;1.69 \A1;0.93 \A1;1.12 \A1;0.79 \A1;1.47 \A1;0.64 \A1;1.02 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;11.44 \A1;11.60 \A1;10.40 \A1;5.01 \A1;5.01 \A1;1.05 \A1;1.02 \A1;1.69 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.50 \A1;0.50 \A1;1.00 \A1;1.38 \A1;0.90 \A1;1.31 \A1;0.80 \A1;0.33 \A1;1.25 \A1;0.70 \A1;1.19 \A1;0.60 \A1;1.14 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.20 \A1;1.20 \A1;0.40 \A1;0.80 \A1;1.20 \A1;0.04 \A1;0.30 \A1;0.60 \A1;0.40 \A1;0.80 \A1;0.40 \A1;0.50 \A1;1.20 \A1;0.40 \A1;0.40 \A1;1.00 \A1;1.00 \A1;1.02 \A1;1.05 \A1;1.27 \A1;1.12 \A1;1.76 \A1;1.17 \A1;1.33 \A1;1.21 \A1;1.84 \A1;1.26 \A1;1.40 \A1;1.31 \A1;1.92 \A1;1.36 \A1;1.47 \A1;1.40 \A1;2.01 \A1;1.45 \A1;1.54 \A1;1.02 \A1;0.55 \A1;1.33 \A1;0.60 \A1;1.05 \A1;0.64 \A1;1.40 \A1;0.69 \A1;1.08 \A1;0.74 \A1;1.47 \A1;0.79 \A1;1.12 \A1;0.83 \A1;1.54 \A1;0.88 \A1;1.16 \A1;0.93 \A1;1.61 \A1;0.98 \A1;1.22 \A1;1.07 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.03 \A1;0.17 \A1;0.11 \A1;0.17 \A1;0.03 \A1;0.15 \A1;0.10 \A1;0.03 \A1;0.14 \A1;0.03 \A1;0.10 \A1;0.20 1 2 A B C 5 5 5 5 5 5 5 5 CADENA 1 CADENA 1 CADENA 1 P1 P1 P1 P1 P1 P1 1 2 DETALLE PLACA ESCALA: 1:25 ELEVACION PLACA ESCALA: A A B C A 5 5 \A1;0.80 \A1;0.80 5 5 5 5 5 \A1;0.40 TIERRA COMPACTADA HORMIGÓN SIMPLE 1:4 MORTERO 1:3 CERAMICA ANTI-DESLIZANTE ( 40x40 ) POLIETILENO ARENA FINA LASTRE PIEDRA BOLA MALLA ELECTROSOLDADA 4x15 5 5 5 5 5 5 1 2 A B C 5 5 5 5 5 5 5 5 1 2 A B C 5 5 5 5 5 5 5 5 CERCHA LATERAL IZQUIERDA CERCHA LATERAL IZQUIERDA CERCHA LATERAL IZQUIERDA CERCHA LATERAL DERECHA CERCHA LATERAL DERECHA CERCHA LATERAL DERECHA CERCHA TRAMO LATERAL CERCHA TRAMO CENTRAL CERCHA TRAMO LATERAL MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 \LDetalle 2 Sin Escala C 2L G A B C \A1;e \A1;e A B \A1;e A B B e e L 75*75* espesor de acuerdo a la marca Marca D7 Marca H6 C DE 250*120*10mm Marca C1 L 50*50*4 C DE 200*150*4mm Marca C2 C DE 250*120*10mm Marca C3 C DE 250*120*10mm Marca C5 5 L 50*50*4 mm MC 241 DETALLE 3 DE PLANTA DETALLE 2 DE PLANTA DETALLE 3 DE SECCION 5 ESC:1/30 ESC:1/30 ESC:1/30 C DE 200*50*4mm MC 107 C DE 200*50*4mm MC 106 5 DETALLE 1 DE SECCION ESC:1/30 L 50*50*4 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 1 2 A B C 5 5 5 5 5 5 5 CADENA 1 CADENA 1 CADENA 1 P1 P1 P1 P1 P1 P1 1 2 A A \A1;0.80 \A1;0.80 TIERRA COMPACTADA HORMIGÓN SIMPLE 1:4 MORTERO 1:3 CERAMICA ANTI-DESLIZANTE ( 40x40 ) POLIETILENO ARENA FINA LASTRE PIEDRA BOLA MALLA ELECTROSOLDADA 4x15 5 5 5 5 5 5 A B C 5 5 5 \A1;0.40 5 5 1 2 A B C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CERCHA LATERAL IZQUIERDA CERCHA LATERAL IZQUIERDA CERCHA LATERAL IZQUIERDA CERCHA LATERAL DERECHA CERCHA LATERAL DERECHA CERCHA LATERAL DERECHA CERCHA TRAMO LATERAL CERCHA TRAMO CENTRAL CERCHA TRAMO LATERAL MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 MC 200 CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA CORREA 5 5 5 5 5 1 2 A B C 5 5 5 5 5 CERCHA LATERAL IZQUIERDA CERCHA LATERAL IZQUIERDA CERCHA LATERAL IZQUIERDA CERCHA LATERAL DERECHA CERCHA LATERAL DERECHA CERCHA LATERAL DERECHA CERCHA TRAMO LATERAL CERCHA TRAMO LATERAL 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 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 MC 300 PLANTA DE CERCHA ESCALA: 1:100 PLANTA CON CORREAS ESCALA: 1:100 ALZADO DE CERHCA ESCALA: 1:100 DETALLE 1 ESCALA: S E DETALLE 2 ESCALA: SE DETALLE 3 ESCALA: 1:SE DETALLE 4 ESCALA: 1:10 DETALLE 5 ESCALA: 1:10 DETALLE 6 ESCALA: 1:SE DETALLE 7 ESCALA: 1:SE DETALLE 8 ESCALA: 1:SE \W7.38087; UNIVERSIDAD CENTRAL DEL \W7.38087; ECUADOR \W6.74111; FACULTAD DE ARQUITECTURA Y \W6.74111; URBANISMO \W2.30361; ESCUELA DE ARQUITECTURA \W9.41861; ESTRUCTURAS III \W9.29264; SEXTO SEMESTRE \W8.89042; PARALELO 1 NOMBRE: RUBEN CÁRDENAS \W8.97846; LÁMINA N° 1 PLANTA DE CIMENTACION ESCALA: 1:100 CORTE CADENA LONGITUDINAL ESCALA: 1:100 CORTE CADENA TRANSVERSAL ESCALA: 1:100 DETALLE DE DESPIECE ESCALA: 1:25 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 CORTE CADENA AA ESCALA: 1:10 5 5 5 5 +0.18m 0.0m -0.12m -0.52m DETALLE DE PLINTO ESCALA: 1:25 5 5 5 5 5 5 5 DETALLE DE PLINTO ESCALA: 1:10 +0.00m -0.12m -0.42m -0.94m 5 -0.60m \W8.21144; DETALLE DE UNION \W8.27426; CIMENTACION CON \W8.40627; CERCHA ESCALA: 1:10 5 5 5 DETALLE DE ANCLAJE ESCALA: 1:10 DETALLE DE PLACA BASE ESCALA: 1:10 DETALLE DE PEDESTAL ESCALA: 1:10 DETALLE PLACA BASE ESCALA: S/E \W1.74204; DETALLE PLACA BASE \W1.74204; CON PEDESTAL ESCALA: S/E ESTRUCTURA DE CERCHA MIXTA DISEÑADA CON PERFILES ESTRUCTURALES CALCULADOS Y HORMIGÓN ARMADO, EL TIPO DE ACERO ES A36. ADMISIBLE DEL SUELO QA 15 TON/M2. ESFUERZO ULTIMO DEL HORMIGO SERÁ DE 210kg/cm (h.s.) PERFILES ESTRUCTURALES LLEVARA UNA CAPA DE PINTURA ANTICORROSIVA APLICADA EN EL TALLER Y OTRA EN OBRA. LOS TRASLAPES SERÁN = 40 VECES DEL DIÁMETRO. EL RECUBRIMIENTO LIBRE DE ELEMENTOS EN CONTACTO CON EL SUELO =7.5CM. EL RECUBRIMIENTO DE ELEMENTOS DE LA SOBREESTRUCTURA SERÁ = 3 CM. TODOS LOS ELEMENTOS SE ALMACENARAN EN LUGARES SECOS Y CUBIERTOS PARA EVITAR LA OXIDACIÓN Y DEFORMACIONES DEL MISMO. PERFILES G, L, C, LAMINADOS EN FRIO PERNOS Y TUERCAS DE ACERO GRADO 5 FY ACERO DE REFUERZO 4200 KG/CM2 FU ACERO A36: 4077 KG/CM2 FY ACERO A 36: 2531 KG/CM2 LA SOLDADURA CUMPLE CON LA NORMA AWS D1.1 C a I A a b g a a O b TIPOS DE HIERROS: TIPOS DE DOBLADOS Y ESPECIFICACIONES TECNICAS a g g g g a b L g ESPECIFICACIONES TÉCNICAS 5 a B g 5 5 \W7.38087; UNIVERSIDAD CENTRAL DEL \W7.38087; ECUADOR \W6.74111; FACULTAD DE ARQUITECTURA Y \W6.74111; URBANISMO \W2.30361; ESCUELA DE ARQUITECTURA \W9.41861; ESTRUCTURAS III \W9.29264; SEXTO SEMESTRE \W8.89042; PARALELO 1 \W9.56495; ING. EDUARDO TORRES NOMBRE: RUBEN CÁRDENAS \W8.93938; LÁMINA N° 2 5 5 5 \W7.38087; UNIVERSIDAD CENTRAL DEL \W7.38087; ECUADOR \W6.74111; FACULTAD DE ARQUITECTURA Y \W6.74111; URBANISMO \W2.30361; ESCUELA DE ARQUITECTURA \W9.41861; ESTRUCTURAS III \W9.29264; SEXTO SEMESTRE \W8.89042; PARALELO 1 NOMBRE: RUBEN CÁRDENAS \W8.93701; LÁMINA N° 3 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 MC251 MC200 MC201 MC202 MC203 MC204 MC205 MC206 MC207 MC208 MC209 MC210 MC211 MC213 MC212 MC212 MC214 MC215 MC216 MC217 MC219 MC220 MC218 MC221 MC222 MC223 MC224 MC225 MC226 MC227 MC228 MC229 MC230 MC231 MC212 MC212 MC212 MC214 MC214 MC214 MC214 MC218 MC218 MC218 MC218 MC218 MC218 MC216 MC216 MC216 MC216 MC216 MC216 MC215 MC232 MC233 MC234 MC235 MC236 MC237 MC238 MC239 MC240 MC241 MC242 MC243 MC244 MC245 MC246 MC247 MC248 MC249 MC250 MC251 MC253 MC252 MC253 MC252 MC253 MC252 MC253 MC252 MC253 MC252 MC253 MC252 MC253 MC252 MC253 MC252 MC253 MC252 MC253 MC252 MC254 MC255 MC257 MC258 MC259 MC260 MC261 MC262 MC263 MC264 MC265 MC266 MC267 MC268 MC269 MC270 MC271 MC272 MC273 MC274 MC275 MC276 MC277 MC256 MC255 MC255 MC255 MC255 MC255 MC255 MC255 MC255 MC255 MC255 MC254 MC254 MC254 MC254 MC254 MC254 MC254 MC254 MC254 MC254 SOLDADURA 5 5 5 5 \A1;10 mm +0.00m 5 5 5 5 5 5 5 5 5 5 5 5 5 \W9.56495; ING. EDUARDO TORRES \W9.56495; ING. EDUARDO TORRES

Language	N/A
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, construction, DETAIL, details, DWG, form, FOUNDATION, iron, map, parts, payroll, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier, truss