Design Cover With Belgian Trusses 21mx10m DWG Block for AutoCAD

Design cover 21mx10m with Belgian wooden trusses type structural B – Takes into account 3 types of charges:snow,for 3.700msnm , the wind (100km/h) and dead charge – Ready to built

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

ing jaime zuleta, final project of course:, wooden structures, Antonio José, students:, flat:, teacher:, Belgian truss, civil, course:, scale:, date:, June, sheet, military engineering school, its T. Miguel Angel. valda sanchez, qualification, dimensions of the Belgian type truss, Detail of the number of knots bars, state of charges, dead load, fza kg, state of charges ii, snow overload, fza kg, state of charges iii, wind overload, fza kg windward, fza lee lee, dimensions Belgian truss loads, critical combination, own weight plus snow, final design squad, ing jaime zuleta, final project of course:, wooden structures, Antonio José, students:, flat:, teacher:, Belgian truss, civil, course:, scale:, date:, June, sheet, military engineering school, its T. Miguel Angel. valda sanchez, qualification, gutter, cover, support, fixing drills, solidary plate to the support of, pins, support plate to the lower cord, isometric view, detail of the gutter, knot, union to, bolts, knot, knot, knot, Belgian truss scale, ing jaime zuleta, final project of course:, wooden structures, Antonio José, students:, flat:, teacher:, Belgian truss, civil, course:, scale:, date:, June, sheet, military engineering school, its T. Miguel Angel. valda sanchez, qualification, dimensions of the truss for analysis, knot, knot, knot, Belgian truss scale, knot, knot, knot, Belgian truss scale, knot, metal plate, kg., metal plate, knot, metal plate, metal plate, metal plate, knot, knot, kg., kg., kg., kg., knot, kg., kg., metal plate, kg., knot, kg., kg., unions of the Belgian truss, ing jaime zuleta, final project of course:, wooden structures, Antonio José, students:, flat:, teacher:, Belgian truss, civil, course:, scale:, date:, June, sheet, military engineering school, its T. Miguel Angel. valda sanchez, qualification, Belgian truss, ing jaime zuleta, final project of course:, wooden structures, Antonio José, students:, flat:, teacher:, Belgian truss, civil, course:, scale:, date:, June, sheet, military engineering school, its T. Miguel Angel. valda sanchez, qualification, master belt, cabins, slats, calamine

Raw text data extracted from CAD file:

\A1;3'' \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;3.75'' \A1;3'' \A1;3.75'' \A1;3'' \A1;3'' Ing Jaime Zuleta PROYECTO FINAL DE CURSO: Estructuras de madera "Mcal. Antonio José de Sucre" ALUMNOS: PLANO: DOCENTE: Cercha Belga 3RO. CIVIL CURSO: ESCALA: FECHA: JUNIO 2009 1:100 LAMINA : 2 / 3 ESCUELA MILITAR DE INGENIERIA Est. Miguel Angel. Valda Sanchez 8101-9 CALIFICACION DIMENSIONES DE LA CERCHA TIPO BELGA DETALLE DE EL NUMERO DE NUDOS Y BARRAS ESTADO DE CARGAS I Carga Muerta Fza. = 245 Kg ESTADO DE CARGAS II Sobrecarga Nieve Fza. = 350 Kg ESTADO DE CARGAS III Sobrecarga Viento Fza. = 183.2 Kg BARLOVENTO Fza. = 220 Kg SOTAVENTO DIMENSIONES Y CARGAS CERCHA BELGA 2,1 5,42 2 2 2 2 2 0,77 1,67 1,67 1,67 1,81 1,81 1,81 0,7 1,4 B A E K J I C D H F G 12 11 1 10 14 13 2 17 16 15 9 3 4 19 18 7 8 5 6 2,1 5,42 2 2 2 2 2 B A E K J I C D H F G 12 11 1 10 14 13 2 17 16 15 9 3 4 19 18 7 8 5 6 0,77 1,81 1,81 1,81 0,7 1,4 1458.5 -1581.89 339.57 -339.57 875.17 287.69 1162.15 -228.344 1162.15 339.57 -1480.177 -1108.36 -1108.36 -339.57 1458.5 -1581.89 287.69 -1480.177 -228.344 2,1 5,42 2 2 2 2 2 B A E K J I C D H F G 12 11 1 10 14 13 2 17 16 15 9 3 4 19 18 7 8 5 6 0,77 1,81 1,81 1,81 0,7 1,4 2061.37 -2239.39 483.11 -483.11 1229.55 411.09 1637.9 -326.29 1637.9 483.11 -2084.56 -1552.56 -1552.56 -483.11 2061.37 -2239.39 411.09 -2084.56 -326.29 2,1 5,42 2 2 2 2 2 B A E K J I C D H F G 12 11 1 10 14 13 2 17 16 15 9 3 4 19 18 7 8 5 6 0,77 1,81 1,81 1,81 0,7 1,4 1,4 -1025.31 1152.74 -274.23 274.23 -232.57 -785.74 184.59 -826.2 -322.19 1154.74 937.28 922.08 322.19 -1081.83 1221.95 -275.54 1215.46 218.78 -553.95 COMBINACION CRITICA PESO PROPIO MAS NIEVE 2,1 5,42 2 2 2 2 2 B A E K J I C D H F G 12 11 1 10 14 13 2 17 16 15 9 3 4 19 18 7 8 5 6 0,77 1,81 1,81 1,81 0,7 1,4 3519.87 -3821.28 822.68 -820.68 698.78 2800.05 -554.63 2800.05 822.68 -3564.74 -2660.92 -2660.92 -822.68 3519.87 -3821.28 698.78 -3564.74 -564.63 2104.72 2,1 5,42 2 2 2 2 2 B A E K J I C D H F G 12 11 1 10 14 13 2 17 16 15 9 3 4 19 18 7 8 5 6 0,77 1,81 1,81 1,81 0,7 1,4 3"x8" 3"x3" 3"x2" 3"x2" 3"x2" 3"x3" 3"x2" 3"x6" 3"x2" 3"x2" 3"x8" 3"x6" 3"x6" 3"x8" 3"x8" 3"x4" 3"x4" 3"x4" 3"x6" Diseño final escuadria Ing Jaime Zuleta PROYECTO FINAL DE CURSO: Estructuras de madera "Mcal. Antonio José de Sucre" ALUMNOS: PLANO: DOCENTE: Cercha Belga 3RO. CIVIL CURSO: ESCALA: FECHA: JUNIO 2009 LAMINA : 3 / 3 ESCUELA MILITAR DE INGENIERIA Est. Miguel Angel. Valda Sanchez 8101-9 CALIFICACION CANALETA S/ESC. CUBIERTA SOPORTE Taladros de fijación Plancha solidaria al apoyo (columna de Hormigon) Pasadores Plancha solidaria al cordon inferior VISTA ISOMETRICA DETALLE DE LA CANALETA NUDO "A" UNION AL H° A° 1 64 R 25,65" 44,25" 19,23" 45°" 30°" 164,18" 205,35" PERNOS NUDO "J'' NUDO "A" NUDO "D" NUDO "K" NUDO "C" 4''x 2'' 4''x 3'' NUDO "B" NUDO "G" NUDO "F" NUDO "H" NUDO "I'' 4''x 12'' NUDO "E" 4''x 10'' CERCHA BELGA ESCALA 1 : 50 3"x8" 3"x3" 3"x2" 3"x2" 3"x2" 3"x3" 3"x2" 3"x6" 3"x2" 3"x2" 3"x8" 3"x6" 3"x6" 3"x8" 3"x8" 3"x4" 3"x4" 3"x6" 2,1 5,42 2 2 2 2 2 0,77 1,81 1,81 1,81 0,7 1,4 Ing Jaime Zuleta PROYECTO FINAL DE CURSO: Estructuras de madera "Mcal. Antonio José de Sucre" ALUMNOS: PLANO: DOCENTE: Cercha Belga 3RO. CIVIL CURSO: ESCALA: FECHA: JUNIO 2009 1:50 LAMINA : 1 / 3 ESCUELA MILITAR DE INGENIERIA Est. Miguel Angel. Valda Sanchez 8101-9 CALIFICACION 2,1 5,42 2 2 2 2 2 B A E K J I C D H F G 12 11 1 10 14 13 2 17 16 15 9 3 4 19 18 7 8 5 6 0,77 1,81 1,81 1,81 0,7 1,4 DIMENSIONES DE LA CERCHA PARA EL ANALISIS 2 2 2 NUDO "J'' NUDO "A" NUDO "D" NUDO "K" NUDO "C" 4''x 2'' 4''x 3'' NUDO "B" NUDO "G" NUDO "F" NUDO "H" NUDO "I'' 4''x 12'' NUDO "E" 4''x 10'' CERCHA BELGA ESCALA 1 : 50 3"x8" 3"x3" 3"x2" 3"x2" 3"x2" 3"x3" 3"x2" 3"x6" 3"x2" 3"x2" 3"x8" 3"x6" 3"x6" 3"x8" 3"x8" 3"x4" 3"x4" 3"x6" 2,1 5,42 2 2 2 2 2 0,77 1,81 1,81 1,81 0,7 1,4 2 2 2 NUDO "J'' NUDO "A" NUDO "D" NUDO "K" NUDO "C" 4''x 2'' 4''x 3'' NUDO "B" NUDO "G" NUDO "F" NUDO "H" NUDO "I'' 4''x 12'' NUDO "E" 4''x 10'' CERCHA BELGA ESCALA 1 : 50 3"x8" 3"x3" 3"x2" 3"x2" 3"x2" 3"x3" 3"x2" 3"x6" 3"x2" 3"x2" 3"x8" 3"x6" 3"x6" 3"x8" 3"x8" 3"x4" 3"x4" 3"x6" 2,1 5,42 2 2 2 2 2 0,77 1,81 1,81 1,81 0,7 1,4 2,1 5,42 2 2 2 2 2 B A E K J I C D H F G 12 11 1 10 14 13 2 17 16 15 9 3 4 19 18 7 8 5 6 0,77 1,81 1,81 1,81 0,7 1,4 3"x8" 3"x3" 3"x2" 3"x2" 3"x2" 3"x3" 3"x2" 3"x6" 3"x2" 3"x2" 3"x8" 3"x6" 3"x6" 3"x8" 3"x8" 3"x4" 3"x4" 3"x4" 3"x6" 3"x8" 3"x3" 3"x2" 3"x2" 3"x2" 3"x3" 3"x2" 3"x6" 3"x2" 3"x2" 3"x8" 3"x6" 3"x6" 3"x8" 3"x8" 3"x4" 3"x4" 3"x4" 3"x6" 3"x8" 3"x3" 3"x2" 3"x2" 3"x2" 3"x3" 3"x2" 3"x6" 3"x2" 3"x2" 3"x8" 3"x6" 3"x6" 3"x8" 3"x8" 3"x4" 3"x4" 3"x4" 3"x6" 3"x8" 3"x8" 3"x3" 3"x2" 3"x2" 3"x2" 3"x3" 3"x2" 3"x6" 3"x2" 3"x2" 3"x8" 3"x6" 3"x6" 3"x8" 3"x8" 3"x4" 3"x4" 3"x4" 3"x6" 3"x8" 2 2 2 2 2 \A1;3.75'' \A1;3'' \A1;3'' 3'' 1.15 1.15 1.15 1.15 NUDO "A" PLANCHA METALICA 1/8" 3.75'' 3'' 3.75'' 3'' 3'' 3821.28 Kg. 3519.87 Kg. 3''x 6'' 3''x 8'' 3.75'' PLANCHA METALICA 1/8" NUDO "J'' 3'' 3'' 3'' PLANCHA METALICA 1/8" \A1;3'' \A1;3'' \A1;3'' \A1;3'' \A1;3'' d3/4" \A1;3'' PLANCHA METALICA 1/8" \A1;3" PLANCHA METALICA 1/8" \A1;3.75'' NUDO "K" \A1;3'' \A1;3'' \A1;3'' \A1;3'' d3/4" \A1;3'' \A1;3'' \A1;3'' NUDO "C" \A1;3'' \A1;3'' \A1;3'' d3/4" 3821.28 Kg. 3564.74 Kg. 1.5'' 3'' 3'' 3''x 2'' 3''x 8'' 3''x 8'' 554.63 Kg. 3''x 2'' 820.68 Kg. 3''x 2'' 3''x 8'' 3''x 6'' 2660.92 Kg. 3564.74 Kg. 698.78 Kg. NUDO "B" 554.53Kg. 3519.87 Kg. 2800.05 Kg. 698.78 Kg. 3" 3" 3" 3''x 6'' 3''x 4'' 3''x 2'' 3''x 2'' 2800.05 Kg. 2104.72 Kg. 820.68 Kg. 822.68 Kg. 3''x 4'' 3''x 4'' 3''x 2'' 3''x 2'' \A1;3'' 3" 3" 3" \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 1.15 1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 3'' 1.5'' 3'' PLANCHA METALICA 1/8" 2660.92 Kg. \A1;1.15 \A1;1.15 NUDO "D" 3''x 2'' 3''x 6'' 3" 3" 3.75'' 822.68 Kg. 3''x 6'' 822.68 Kg. 2660.92 Kg. 3.75'' 3" 3" d3/4" 3" d3/4'' d3/4'' UNIONES DE LA CERCHA BELGA Ing Jaime Zuleta PROYECTO FINAL DE CURSO: Estructuras de madera "Mcal. Antonio José de Sucre" ALUMNOS: PLANO: DOCENTE: Cercha Belga 3RO. CIVIL CURSO: ESCALA: FECHA: JUNIO 2009 LAMINA : ESCUELA MILITAR DE INGENIERIA Est. Miguel Angel. Valda Sanchez 8101-9 CALIFICACION CERCHA BELGA Ing Jaime Zuleta PROYECTO FINAL DE CURSO: Estructuras de madera "Mcal. Antonio José de Sucre" ALUMNOS: PLANO: DOCENTE: Cercha Belga 3RO. CIVIL CURSO: ESCALA: FECHA: JUNIO 2009 1:25 LAMINA : ESCUELA MILITAR DE INGENIERIA Est. Miguel Angel. Valda Sanchez 8101-9 CALIFICACION 3"x8" 3"x3" 3"x2" 3"x2" 3"x2" 3"x3" 3"x2" 3"x6" 3"x2" 3"x2" 3"x8" 3"x6" 3"x6" 3"x8" 3"x8" 3"x4" 3"x4" 3"x4" 3"x6" 2 2 2 2 2 Correa Maestra 4" x 8" Cabios 2"x4" Listones 2"x 3" Calamina N 33 3 x 0.8 0,77 5,42 0,5 1,81

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Wood
Measurement Units
Footprint Area
Building Features
Tags	account, autocad, barn, block, cover, dach, Design, DWG, hangar, lagerschuppen, mxm, roof, shed, structural, structure, takes, terrasse, toit, trusses, type, wooden