Shed DWG Detail for AutoCAD

Shed DWG Detail for AutoCAD

Design shed; with construction and structural details

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

structural steel design:, bevelled fillet welding shall be used, the minimum strength of which shall be in accordance, unions, the type of electrodes that for the project will be, structural analysis: finite element method, method of calculation, resistance breakage of steel:, material resistance, overloads, resistance the creep of steel:, coefficient of reduction of resistance by compression:, tensile strength reduction coefficient:, coefficients of increase of the shares:, permanent load cover, live cover charge, hail load, any modification in the design of the cover of the responsibility, to the project designer, detail of rafters in portico esc .:, project’s name:, scale:, sheets, indicated, date:, responsible for the information:, content of the sheet:, director, chief dpto. of studies projects, signature stamp: responsible technician, senior technical officer, official mayoria tecnica territorial planning direction studies management projects, ing. cristian gonzalo fernandez maiz, plan of profiles use metal reinforcement type of metal structures, structural plans construction of the multipurpose fairgrounds frank zone sucre, layout of escutcheons esc .:, floor plan, sections of profiles to use, section drawer profiles, position, profile section, Location, profile cutter, Shore profile mm, upper cord, section drawer profiles, Shore profile mm, section drawer profiles, section drawer profiles, column of hua, detail union column metallic structure esc .:, upper cord, celosia, upper cord, celosia, upper cord, celosia, parantes, celosia, lower string, celosia, lower string, parantes, diagonals, column of hua, parantes, column of hua, upper cord, celosia, upper cord, celosia, upper cord, celosia, parantes, celosia, lower string, celosia, lower string, parantes, diagonals, column of hua, parantes, column of hua, coastal section, spars, coastal section, spars, truss type, position, Shore profile mm, upper cord, lower string, celosia, Shore profile mm, lower string, Shore profile mm, parantes, diagonals, Shore profile mm, parantes, project’s name:, scale:, sheets, indicated, date:, responsible for the information:, content of the sheet:, director, chief dpto. of studies projects, signature stamp: responsible technician, senior technical officer, official mayoria tecnica territorial planning direction studies management projects, October, building construction educational unit juana azurduy de padilla, ing. cristian gonzalo fernandez maiz, plane of elements rake of shoes flat of beams flat of columns, structural plans construction tinglado unit juana azurduy de padilla, escap shoes location plan:, crossbar, support for spars, crossbar, support for spars, Shore profile mm, spars, Shore profile mm, Shore profile mm, cross beam, support for spars, cross beam s, cover

Raw text data extracted from CAD file:

150 50 -1196.189685345959 -1196.189685345959 100mm 100mm 2mm 3mm 100 mm 100 mm 80mm 80mm 2mm 80mm 80mm 3mm PL2"X2"X3/16 Diseño estructural del acero: AISI-96 se usaran soldadura tipo filete y biselada cuya resistencia minima será de acuerdo - Uniones lal tipo de electrodos que para el proyecto sera E-60 (60 ksi). Análisis estructural: Método Elemento Finito - Método de cálculo NOTAS.- Resistencia a la rotura del Acero: - Resistencia de materiales fy = 22.7 KN/cm2 fu = 33.1 KN/cm2 - Sobrecargas de Uso 15 Kg/m² Resistencia a la fluencia del Acero: Coeficiente de minoración de resistencia por compresion: Coeficiente de minoración de resistencia por tension: Coeficientes de mayoración de las acciones: Carga Permanente Cubierta 60 Kg/m² Carga Viva Cubierta Carga de Granizo 130 Kg/m² dt = 0.90 dt = 0.60 dc = 0.85 PD = 1.2 PL = 1.6 Cualquier modificacion en el diseño de la cubierta delinda responsabilidad al tecnico proyectista 0.68 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.80 m 0.57 m 0.46 m 0.45 m 0.53 m 0.90 m 0.86 m 0.87 m 0.89 m 0.87 m 0.81 m 0.80 m 0.80 m 0.78 m 0.78 m 0.80 m 0.81 m 0.81 m 0.80 m 0.79 m 0.83 m 0.83 m 0.83 m 0.82 m 0.98 m 0.50 m 0.65 m 0.65 m 0.70 m 0.52 m 0.65 m 0.65 m 0.70 m 0.92 m 0.50 m 0.55 m 0.55 m 0.55 m 0.64 m 1.10 m 1.04 m 1.00 m 0.95 m 0.91 m 0.91 m 1.00 m 1.23 m 1.11 m 0.99 m 0.89 m 0.81 m 0.79 m 0.80 m 0.81 m 0.83 m 0.87 m 0.96 m 1.06 m 1.17 m 1.09 m 1.12 m 1.07 m 0.97 m 1.57 m 1.43 m 1.34 m 1.23 m 1.09 m 0.95 m 0.90 m 0.89 m 0.86 m 0.80 m 0.75 m 0.76 m 0.78 m 0.79 m 0.79 m 0.77 m 0.84 m 0.93 m 1.02 m 1.10 m 1.12 m 1.03 m 0.89 m 0.94 m 0.94 m 0.98 m 0.73 m 0.68 m 0.68 m 0.52 m 0.55 m 0.55 m 0.55 m 0.89 m 0.73 m 0.88 m 0.69 m 0.88 m 0.68 m 0.88 m 150mm 3mm 50mm 15mm 150mm 3mm 50mm 15mm 1.50 5.00 5.05 5.10 5.30 5.00 0.40 15.60 15.60 15.60 15.60 15.60 15.60 27.35 27.35 5.00 5.05 5.10 5.30 5.00 1.50 0.40 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 5.45 m 0.45 m 5.00 m 5.05 m 5.10 m 5.30 m 5.00 m 2.72 m 2.72 m 5.00 m 5.05 m 5.10 m 5.30 m 5.00 m 2.55 m 2.55 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 0.35 m 0.20 m 5.45 m 55.0 55.0 120.0 170.0 25.0 72.5 72.5 170.0 170.0 50.0 145.0 60.0 60.0 50.0 195.0 27.0 143.0 195.0 195.0 195.0 170.0 145.0 60.0 60.0 195.0 195.0 50.0 195.0 195.0 85.0 85.0 0.27 25.0 120.0 55.0 55.0 50.0 170.0 170.0 25.0 72.5 72.5 170.0 170.0 0.27 25 50 2.73 m 2.72 m 0.35 m 2.20 m 0.35 m 2.55 m 35 20 35 20 35 20 35 20 DETALLE DE ENFERRADURA EN VIGAS PORTICO 1 (A-F) ESC.: 1:50 40.0 40.0 250.0 250.0 NOMBRE DEL PROYECTO: ESCALA: LAMINAS: INDICADA 3/3 FECHA: RESPONSABLE DE LA INFORMACION: CONTENIDO DE LA LAMINA: V°B° DIRECTOR PLANIFICACION TERRITORIAL V°B° JEFE DPTO. DE ESTUDIOS Y PROYECTOS \W2.69048; FIRMA Y SELLO: TECNICO RESPONSABLE V°B° OFICIAL MAYOR TECNICO \W7.76600; OFICIALIA MAYOR TECNICA \W8.73254; DIRECCION DE PLANIFICACION TERRITORIAL \W6.66616; JEFATURA DE ESTUDIOS Y PROYECTOS ING. CRISTIAN GONZALO FERNANDEZ MAIZ. 1. PLANO DE PERFILES A UTILIZAR ARMADURA METALICA TIPO 2. DETALES DE ESTRUCTURAS METALICAS PLANOS ESTRUCTURALES - CONSTRUCCION DEL CAMPO FERIAL MULTIPROPOSITO ZONA FRANCA SUCRE (2º FASE) PLANO DE UBICACION DE CERCHAS ESC.: 1:75 PLANO CERCHA TIPO I ESC.: 1:50 SECCIONES DE PERFILES A USAR \W0.80406; SECCION CAJON \W3.37549; PERFILES \W3.37549; 100X50X15X3MM Posicion 1 2 SECCION DE PERFIL UBICACION PLANILLA DE CORTE DE PERFILES CERCHA TIPO I 3 4 5 6 2 Perfil Costanero 100X50X15X2 mm CORDON SUPERIOR \W0.80406; SECCION CAJON \W3.37549; PERFILES \W3.37549; 80X40X15X2MM 100mm 100mm 2 Perfil Costanero 100X50X15X3 mm 2 Perfil Costanero 100X50X15X2 mm 2 Perfil Costanero 100X50X15X2 mm 1 Perfil Costanero 80X40X15X3 mm 2mm \W0.80406; SECCION CAJON \W3.37549; PERFILES \W3.37549; 100X50X15X2MM 100 mm 100 mm 3mm \W0.80406; SECCION CAJON \W3.37549; PERFILES \W3.37549; 80X40X15X3MM 80mm 80mm 2mm 80mm 80mm 3mm 40cm E-60 3mm 2 PL 50x25x0.5 [cm] 2CA100X50X15X2 L 2"X2"X3/16 d=12mm d=12mm 2CA100X50X15X2 40cm E-60 3mm d=12mm L 2"X2"X3/16 2 PL 50x25x0.5 [cm] COLUMNA DE HºAº DETALLE UNION COLUMNA - ESTRUCTURA METALICA ESC.: 1:10 2CA100X50X15X2 d=12mm 40cm E-60 3mm L 2"X2"X3/16 40cm E-60 3mm Cordon Superior Cordon Superior Celosia Cordon Superior Celosia Cordon Superior Celosia Parantes Celosia Cordon Inferior Celosia Cordon Inferior Parantes Diagonales Columna de HºAº Parantes Parantes Columna de HºAº 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 Cordon Superior Cordon Superior Celosia Cordon Superior Celosia Cordon Superior Celosia Parantes Celosia Cordon Inferior Celosia Cordon Inferior Parantes Diagonales Columna de HºAº Parantes Parantes Columna de HºAº 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 \W3.63904; SECCION \W3.63904; COSTANERA \W3.63904; 150X50X15X3[mm] LARGUEROS 150mm 3mm 50mm 15mm \W3.63904; SECCION \W3.63904; COSTANERA \W3.63904; 150X50X15X3[mm] LARGUEROS 150mm 3mm 50mm 15mm A B C D E F A B C D E F CERCHA TIPO 1 CERCHA TIPO 1 CERCHA TIPO 1 CERCHA TIPO 1 CERCHA TIPO 1 CERCHA TIPO 1 5 5 5 5 5 5 5 5 5 5 5 5 5 POSICION 1 POSICION 1 POSICION 2 POSICION 2 POSICION 3 POSICION 5 POSICION 4 POSICION 5 POSICION 6 POSICION 5 POSICION 4 POSICION 9 POSICION 7 POSICION 8 POSICION 9 POSICION 7 POSICION 8 7 8 1 Perfil Costanero 80X40X15X2 mm CORDON SUPERIOR CORDON SUPERIOR CORDON INFERIOR CELOSIA 2 Perfil Costanero 100X50X15X3 mm CORDON INFERIOR 2 Perfil Costanero 100X50X15X2 mm PARANTES Diagonales DIAGONALES 9 1 Perfil Costanero 100X50X15X3 mm PARANTES NOMBRE DEL PROYECTO: ESCALA: LAMINAS: INDICADA 2/3 FECHA: RESPONSABLE DE LA INFORMACION: CONTENIDO DE LA LAMINA: V°B° DIRECTOR PLANIFICACION TERRITORIAL V°B° JEFE DPTO. DE ESTUDIOS Y PROYECTOS \W2.69048; FIRMA Y SELLO: TECNICO RESPONSABLE V°B° OFICIAL MAYOR TECNICO \W7.76600; OFICIALIA MAYOR TECNICA \W8.73254; DIRECCION DE PLANIFICACION TERRITORIAL \W6.66616; JEFATURA DE ESTUDIOS Y PROYECTOS OCTUBRE DEL 2012 CONSTRUCCION TINGLADO UNIDAD EDUCATIVA JUANA AZURDUY DE PADILLA ING. CRISTIAN GONZALO FERNANDEZ MAIZ. 1. PLANO DE ELEMENTOS ENFERRADURA DE ZAPATAS 2. PLANO DE VIGAS 3. PLANO DE COLUMNAS PLANOS ESTRUCTURALES - CONSTRUCCION TINGLADO UNIDAD JUANA AZURDUY DE PADILLA PLANO DE UBICACION DE ZAPATAS ESC.: 1:50 Larguero Soporte para largueros Larguero Larguero Soporte para largueros 10 1 Perfil Costanero 150X50X15X3 mm LARGUEROS 11 2 Perfil Costanero 80X40X15X2 mm 12 1 Perfil Costanero 80X40X15X3 mm VIGA TRANSVERSAL SOPORTE PARA LARGUEROS Viga transversal estuctura metalica \W7.28458; Viga transversal \W7.28458; estuctura metalica Cubierta de Calamina ondulada Cubierta de Calamina ondulada \W6.59903; Cubierta de \W6.59903; Calamina ondulada VISTA TRIDIMENSIONAL ESTRUCTURA METALICA SIN ESCALA VISTA TRIDIMENSIONAL ESTRUCTURA METALICA Y CUBIERTA SIN ESCALA PLANO CERCHA TIPO I DIMENSIONES ESC.: 1:50 Volado de 40 cm Volado de 150 cm 5 VISTA TRIDIMENSIONAL DETALLE DE LA UNION Larguero Angular de apoyo \A1;L 2"x2"x1/8" de 10 cm Cordon Superior A B C D E F A B C D E F 5 5 5 5 5 5 5 5 1 1 2 2

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, construction, cover, dach, Design, DETAIL, details, DWG, hangar, lagerschuppen, metal cover, roof, shed, structural, structure, terrasse, toit