Structural Metal Truss Plans DWG Full Project for AutoCAD

Contains structural drawings; binding and foundation details; iron and sheet metal sections of a truss.DETAILED PROJECT with dimensions and projected in Quito City . Ecuador.

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

fau, university, central, of, equator, student:, date :, indicated, esc :, structures, faculty of architecture, and urbanism, lamina nº, subject:, plane:, cercha metalica, diego pillo, flat roof, facade cercha, ceramic beam facade, cercha marks, structural plans, technical specifications :, iii, galpon, foundations plant, detail stirrup, stabilized and comp land. mechanically, a bare-bare gruesatype sand bed, or similar technical, radier detail, reinforcement in radier with acma mesh, stabilized and compact earth, natural terrain, compacted earth, mooring chain, polyethylene, fine sand, ballast, stone ball, Cyclopean concrete, column section, replantillo, cyclopeo, concrete, base plate, mooring chain, section chain, column foot reinforcement, pedestal lock anchor, bolts, cable, templator, templators cast steel eye – hook, side view, view front, plate, bolts, welding detail, rod bolts, bolt, welding, plate, anchorage, corrugation, rod, d mm, number, specific weight kg, subtotal kg, diameter, chain, number, main profile c, weight kg xm, subtotal kg, double profile l, type, straps, anchor plate, to the wall, to the concrete, profile summary, type of profiles, profile c, profile l, straps g, plates , total, dimensional length m, detail, partial length, total length, number of stirrups, plinths – grills, pedestal, chains, stirrups, specific weight kg, subtotal kg, total kg, integrant: subject:, plane cementation, detail union cable

Raw text data extracted from CAD file:

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\fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lV \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lE \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lR \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lS \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lI \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lD \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lA \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lD \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lC \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lE \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lN \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lT \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lR \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lA \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lL \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lD \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lE \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lL \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lE \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lC \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lU \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lA \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lD \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lO \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lR UNIVERSIDAD CENTRAL DEL ECUADOR ALUMNO : FECHA: INDICADAS ESC: ESTRUCTURAS FACULTAD DE ARQUITECTURA Y URBANISMO LAMINA Nº ASIGNATURA : PLANO : CERCHA METALICA DIEGO PILLO 23-06-2014 1 PLANO CUBIERTA Escala 1_ 100 FACHADA CERCHA Escala 1_ 100 FACHADA VIGA CERCHA Escala 1_ 100 MARCAS CERCHA Escala 1_ 75 FACHADA VIGA CERCHA Escala 1_ 75 PLANOS ESTRUCTURALES ESPECIFICACIONES TECNICAS: III \A1;25.50 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;30.00 C \A1;2.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;.50 \A1;.01 \A1;.05 \A1;.01 \A1;.02 \A1;.02 \A1;.10 \A1;.44 \A1;0.65 \A1;0.40 \A1;.40 \A1;.32 \A1;.06 \A1;.44 \A1;.30 \A1;1.60 \A1;.08 \A1;2.00 \A1;0.30 \A1;0.30 \A1;.06 \A1;.50 40.00 40.00 79.00° 79.00° 1.80 0.70 0.55 0.75 D8 D10 D11 \A1;14.93 \A1;14.93 \A1;12.79 \A1;4.00 \A1;1.07 \A1;5.36 0.50 6.00 0.50 6.02 0.38 5.80 6.02 0.38 14.93 10.23 1.07 0.93 4.00 10.71 10.71 6.00 12.07 6.07 14.93 10.00 10.00 1.84 0.96 0.96 1.84 55.52° 55.52° 1.50 2.30 1.50 0.75 0.50 0.50 0.50 0.225 0.30 0.225 Fundacion de hormigon armado H-25 E\U+220510 a 15 cms. 4+2+4 Fe \U+2205 16 mm. A63-42H 0.70 0.30 3 Fe \U+2205 16 mm. A63-42H 2 Fe \U+2205 16 mm. A63-42H 3 Fe \U+2205 16 mm. A63-42H 2 Fe \U+2205 16 mm. A63-42H 0.50 E\U+220510 a 15 cms. Fe \U+220510 a 20 cms. Fe \U+220512 a 20 cms. Emplantillado hormigon H-15 2.30 1.50 0.35 E\U+220510 a 15 cms. 4+2+4 Fe \U+2205 16 mm. A63-42H 0.575 0.575 0.90 0.30 3 Fe \U+2205 16 mm. A63-42H 2 Fe \U+2205 16 mm. A63-42H 3 Fe \U+2205 16 mm. A63-42H 2 Fe \U+2205 16 mm. A63-42H 0.65 E\U+220510 a 15 cms. Fe \U+220510 a 20 cms. Fe \U+220512 a 20 cms. Emplantillado hormigon H-15 7 6 5 4 3 2 1 7 5 3 1 5 5 5 5 5 5 15.65 5 5 5 GALPON 1 D1 VF1 D1 1 1 VF1 1 1 VF1 1 1 VF1 1 1 VF1 1 1 VF1 1 D1 D1 D1 D1 D1 5 5 5 D2 5 5 D2 D2 D2 5 5 5 5 1 VF1 1 1 VF1 1 1 VF1 1 1 VF1 1 1 VF1 1 PLANTA DE FUNDACIONES ESCALA 1/50 VIGA FUNDACION (VF-1) ESCALA 1/10 2(4 fed12) 31 31 16 8 8 16 0.35 0.20 E d10@20 L= 110 E d10@20 DETALLE ESTRIBO ESCALA 1/10 NOTAS : - MEDIDAS EN cm. (S.I.C.) - HORMIGON H-25 - ACERO HORMIGON A63-42H - RECUBRIMIENTO MINIMO ARMADURAS 25 mm. DADO DE FUNDACION 1 ESCALA 1/15 0.50 0.50 DADO DE FUNDACION 2 ESCALA 1/15 0.825 0.825 Cama de ripio compactado e= 8cms. Estabilizado y terreno comp. mecanicamente Polietileno 0.2mm Cama de Arena GruesaTipo Bío-Bío o similar técnico Radier e=15cm hormigon H-25 DETALLE RADIER ESCALA 1/15 Refuerzo en radier con malla acma 8 8 25 45 45 25 E d10@15 L= 156 Fe d12@20 L= 216 30 8 140 30 8 Fe d16@20 L= 243 Fe d16 L= 198 10 10 8 8 90 90 90 90 8 8 30 60 60 30 E d10@15 L= 196 30 30 8 8 10 10 Fe d16 L= 258 Fe d16 L= 313 Fe d12 L= 198 220 130 130 8 8 45 60 110 110 5 5 5 5 B A 5 5 5 5 5 5 5 5 1.50 0.10 0.2 ESCALA 1/10 DETALLE 1 Emplantillado hormigon H-15 Fundacion de hormigon armado H-25 Estabilizado y terreno comp. mecanicamente e= 20cm. Cama de ripio compactado e= 8cms. Estabilizado y terreno comp. mecanicamente Radier e=10cm según cálculo Cama de Arena GruesaTipo Bío-Bío Polietileno 0.2mm Terreno natural Viga de fundacion hormigon H-25 6 Fe \U+2205 12 mm. 2 P 7/8" A42-23 2 P 7/8" A325 E\U+220510 a 20 cms. Radier e=15cm hormigon H-25 [ 150x50x3 [ 150x50x3 MONTANTES : 2L30x30x3 DIAGONALES : 2L30x30x3 A B 5 1 2 3 4 5 6 5 5 5 5 5 5 A B 5 1 2 3 4 5 6 5 5 5 5 5 5 \W5.76209; ESC:_______1:25 5 5 MC 100 1 d 12mm @23 cm MC 101 1 d 12mm @25 cm \W5.76209; ESC:_______1:25 5 5 MC 102 1 d 12mm @28 cm MC 103 1 d 12mm @30 cm \W5.99698; ARMADURA POR COMPRESION \W5.99698; ARMADURA POR TENSION DETALLE 1.- PISO ACABADO 5 5 N+0.00 TIERRA COMPACTADA CADENA DE AMARRE HORMIGÓN SIMPLE 1:4 MORTERO 1:3 CERAMICA ANTI-DESLIZANTE ( 40x40 ) POLIETILENO ARENA FINA LASTRE PIEDRA BOLA MALLA ELECTROSOLDADA 4x15 B Replantillo h:0.10 cm. 5 5 5 5 5 5 HORMIGÓN CICLÓPEO 40% hormigón 210kg/cm2 60% piedra molón y piedra bola 8 d 12mm MC 200 4 d 14mm MC 201 5 5 \W5.76209; ESC:_______1:10 SECCION COLUMNA ESTRIBOS d10mm @ 10 cm GANCHOS d10mm 2.00 1d12mm @ 25 cm 1d12mm @ 30 cm 1d12mm @ 23 cm 1d12mm @ 28 cm REPLANTILLO f'c = 140 kg/cm² REPLANTILLO f'c = 140 kg/cm² CICLOPEO HORMIGON \W5.76209; ESC:_______1:25 \W5.89465; CIMIENTO A1 ESTRIBOS d10mm @ 10 cm A 5 5 5 5 5 5 5 PLACA BASE CADENA DE AMARRE 4 d 12mm MC 300 4 d 14mm MC 301 \W5.76209; ESC:_______1:10 SECCION CADENA ESTRIBOS d10mm @ 10 cm 5 5 5 N+0.00 PEDESTAL DE H.A. 240kg/cm2 L 75*75*8mm REFUERZO PIE DE COLUMNA Placa 65*40*10 mm ANCLAJE DE CERCHA A PEDESTAL Escala______1:15 PERNOS Cable Templador TEMPLADORES ACERO FUNDIDO OJO - GANCHO VISTA LATERAL VISTA FRONTAL Platina Cable Pernos DETALLE DE SOLDADURA DE PERNOS CON VARILLA PERNO SOLDADURA PLACA DE ANCLAJE CORRUGADA VARILLA 5 Escala______1:15 \fCalibri|b0|i0|c0;PLANILLA DE HIERROS \fCalibri|b0|i0|c0;Mc \fCalibri|b0|i0|c0;TIPO d mm Numero DIMENSIONES ( m) \fCalibri|b0|i0|c0;a \fCalibri|b0|i0|c0;b \fCalibri|b0|i0|c0;c d Peso especifico Kg Subtotal Kg 100 101 102 103 200 201 \fCalibri|b0|i0|c0;TIPOS DE DOBLADO: DIAMETRO \fCalibri|b0|i0|c0;10 \fCalibri|b0|i0|c0;16 \fCalibri|b0|i0|c0;18 \fCalibri|b0|i0|c0;KG/M \fCalibri|b0|i0|c0;0,617 \fCalibri|b0|i0|c0;1,578 \fCalibri|b0|i0|c0;1,998 \fCalibri|b0|i0|c0;LONGITUD \fCalibri|b0|i0|c0; 295,68 \fCalibri|b0|i0|c0; 371,40 \fCalibri|b0|i0|c0; 155,40 \fCalibri|b0|i0|c0;KG \fCalibri|b0|i0|c0;182,43 \fCalibri|b0|i0|c0;586,07 \fCalibri|b0|i0|c0;310,49 \fCalibri|b1|i0|c0;TOTAL EN KG \fCalibri|b1|i0|c0; 1.078,99 HORMIGÓN f´c=210 kg/cm2 \fCalibri|b0|i0|c0;Plintos \fCalibri|b0|i0|c0;8,54 \fCalibri|b0|i0|c0;Pedestal \fCalibri|b0|i0|c0;2,9 \fCalibri|b1|i0|c0;TOTAL M3 26,60 Replantillo f´c= 140 kg/cm2 \fCalibri|b1|i0|c0;TOTAL M3 \fCalibri|b0|i0|c0;2,44 \fCalibri|b0|i0|c0;RESUMEN d d \fCalibri|b0|i0|c0;a \fCalibri|b0|i0|c0;a \fCalibri|b0|i0|c0;b \fCalibri|b0|i0|c0;a \fCalibri|b0|i0|c0;b I O L Cadena 15,16 d CERCHA 1 CERCHA 2 CERCHA 3 CERCHA 4 CERCHA 5 CERCHA 6 TENSOR Ø 16 mm TENSOR Ø 16 mm TENSOR Ø 16 mm TENSOR Ø 16 mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm TENSOR Ø 16 mm TENSOR Ø 16 mm TENSOR Ø 16 mm TENSOR Ø 16 mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm TENSOR Ø 16 mm TENSOR Ø 16 mm TENSOR Ø 16 mm TENSOR Ø 16 mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm TENSOR Ø 16 mm TENSOR Ø 16 mm TENSOR Ø 16 mm TENSOR Ø 16 mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm TENSOR Ø 16 mm TENSOR Ø 16 mm TENSOR Ø 16 mm TENSOR Ø 16 mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm Correa G 200*75*25mm MC 101 MC 102 MC 100 MC 104 MC 105 MC 107 L 75*75* espesor de acuerdo a la marca C DE 250*120*10mm Marca C2 Marca D7 L 75*75* espesor de acuerdo a la marca Marca H6 5 C DE 250*120*10mm Marca C2 Marca D7 L 75*75* espesor de acuerdo a la marca L 75*75* espesor de acuerdo a la marca Marca H6 C DE 250*120*10mm Marca C1 C DE 250*120*10mm Marca C1 C DE 250*120*10mm Marca C2 L 75*75* espesor de acuerdo a la marca Marca D7 L 75*75* espesor de acuerdo a la marca Marca H6 L 50*50*4 L 75*75* espesor de acuerdo a la marca 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 2 DE ELEVACION DETALLE 3 DE ELEVACION DETALLE 3 DE SECCION DETALLE 2 DE SECCION 5 ESC:1/30 ESC:1/30 ESC:1/30 ESC:1/30 ESC:1/30 ESC:1/30 MC 108 MC 202 MC 204 MC 206 MC 208 MC 210 MC 212 MC 214 MC 216 MC 218 MC 220 MC 222 MC 224 MC 201 MC 203 MC 205 MC 207 MC 209 MC 211 MC 213 MC 215 MC 217 MC 219 MC 221 MC 223 PLANILLA DE PERFILES MARCA NUMERO DIMENSIONES ( mm) Longitud Parcial (m) a b c PERFIL C PRINCIPAL MC 227 MC 226 MC 225 MC 229 MC 231 MC 233 MC 235 MC 237 MC 228 MC 230 MC 232 MC 234 MC 236 MC 238 MC 106 MC 241 MC 240 MC 239 MC 103 MC 226 MC 226 MC 226 MC 226 MC 226 MC 226 MC 226 MC 226 MC 226 MC 226 MC 226 e Peso Kg x m Subtotal Kg MC 100 MC 104 MC 102 MC 103 MC 105 MC 106 MC 101 MC 107 MC 108 PERFIL DOBLE L C TIPO C C C C C C C C MC 204 MC 202 MC 203 MC 205 MC 206 MC 201 MC 207 MC 208 MC 209 MC 210 MC 214 MC 212 MC 213 MC 215 MC 216 MC 211 MC 217 MC 218 MC 219 MC 222 MC 220 MC 221 MC 223 MC 224 MC 225 MC 226 MC 227 MC 228 MC 229 MC 230 MC 232 MC 231 MC 233 MC 234 MC 235 MC 236 MC 237 MC 238 MC 239 MC 240 MC 241 MC 242 MC 243 CORREAS MC 300 PLACA DE ANCLAJE A la cercha L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L G Al hormigon RESUMEN DE PERFILES TIPO DE PERFILES PERFIL C PERFIL L CORREAS G DIMENSIONES ( mm) a b c d PLACAS TOTAL Subtotal Kg Longitud dimensional m DETALLE Longitud Parcial Numero Longitud Total @ Numero de estribos I 12 I I I 12 12 12 1,9 0,1 X 2 1,4 0,1 X 2 0,1 X 2 0,1 X 2 1,9 1,4 84 96 72 84 0,888 0,888 0,888 0,888 PLINTOS - PARRILLAS PEDESTAL L L 12 14 1,5 1,5 0,8 0,8 2,1 2,1 1,6 1,6 156,64 136,39 134,26 119,34 2,3 2,3 0,888 1,208 96 96 196,07 266,727 300 X 300 Y CADENAS I I 12 12 31,35 26,80 31,55 0,888 8 24 224,13 571,16 301 X 301 Y I I 14 14 31,35 26,60 0,888 1,208 8 24 304,89 776,98 0,1 X 2 0,1 X 2 0,1 X 2 0,1 X 2 1,208 31,55 26,80 400 ESTRIBOS O 10 0,677 132 1143,85 0,05 X 2 10 O 401 0,05 X 2 0,677 0,60X2 0,35X2 0,25X2 0,25X2 2 1,1 178,73 1536 RESUMEN DE ACERO REFUERZO A-36 d mm 10 12 14 Peso especifico Kg 0,677 0,888 1,208 SUBTOTAL Kg TOTAL Kg 1322,58 1537,99 1348,597 26,60 4209,167 MC 104 MC 105 MC 227 MC 226 MC 225 MC 229 MC 231 MC 233 MC 235 MC 237 MC 228 MC 230 MC 232 MC 234 MC 236 MC 238 MC 106 MC 226 MC 226 MC 226 MC 226 MC 226 MC 226 MC 226 MC 226 MC 226 MC 226 MC 226 MC 242 MC 242 MC 242 MC 242 MC 242 MC 242 MC 243 MC 243 MC 243 MC 243 MC 243 MC 108 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE 2 DETALLE 3 DETALLE 1 C DE 200*50*4mm MC 107 C DE 200*50*4mm MC 106 5 C DE 200*50*4mm MC 106 L 50*50*4 mm MC 241 5 5 DETALLE 1 DE PLANTA DETALLE 1 DE ELEVACION DETALLE 1 DE SECCION ESC:1/30 ESC:1/30 ESC:1/30 L 50*50*4 mm L 50*50*4mm C DE 200*50*4mm MC 107 5 C DE 200*50*4mm MC 105 C DE 200*50*4mm MC 106 5 5 L 50*50*4 200 50 4 9,01 200 50 4 9,01 200 50 4 9,01 200 50 4 9,01 200 50 4 9,01 200 50 4 9,01 200 50 4 9,01 200 50 4 9,01 200 50 4 9,01 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 50 50 4 2,94 200 75 4 11,70 25 0,5 12 12 6,00 6,02 12 12 0,38 1,07 12 12 12 6 20 12,79 14,93 4,00 5,80 145 6 12 12 0,73 0,54 0,73 0,58 0,80 0,62 0,80 0,66 0,86 0,70 0,86 0,75 0,93 0,79 0,93 0,83 1,00 0,87 1,00 0,91 1,08 0,95 1,08 1,00 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 162 12 12 12 12 12 12 12 12 12 12 12 12 12 12 6 60 50 1,17 1,07 1,76 1,21 1,76 1,21 1,76 1,21 1,76 1,21 1,76 1,21 1,76 1,46 1,45 2,09 1,84 0,50 1,05 12 12 650 400 10 650 400 10 2,04 2,04 24,48 24,48 200 50 4 50 50 4 200 75 4 25 650 400 10 54,06 648,72 650,88 41,08 115,68 1382,85 1614,23 216,24 1045,16 5768,90 10179 48,96 10179 25,75 25,75 19,05 20,46 28,22 21,87 28,22 20,46 30,34 24,69 30,34 26,46 32,81 27,87 32,81 29,28 35,28 30,69 35,28 32,10 32,10 33,51 32,10 35,28 41,27 509,61 62,09 42,68 42,68 62,09 62,09 62,09 42,68 42,68 62,09 42,68 62,09 50,51 50,15 73,73 32,45 185,22 7,35 5446,64 5 5 26890,14 FAU FUNDADA EN 1946 \fTimes New Roman|b0|i0|c0|p18;\W0.9000000000;\T1.0000000000;\o\lF \fTimes New Roman|b0|i0|c0|p18;\W0.9000000000;\T1.0000000000;\o\lA \fTimes New Roman|b0|i0|c0|p18;\W0.9000000000;\T1.0000000000;\o\lC \fTimes New Roman|b0|i0|c0|p18;\W0.9000000000;\T1.0000000000;\o\lU \fTimes New Roman|b0|i0|c0|p18;\W0.9000000000;\T1.0000000000;\o\lL \fTimes New Roman|b0|i0|c0|p18;\W0.9000000000;\T1.0000000000;\o\lT \fTimes New Roman|b0|i0|c0|p18;\W0.9000000000;\T1.0000000000;\o\lA \fTimes New Roman|b0|i0|c0|p18;\W0.9000000000;\T1.0000000000;\o\lD \fTimes New Roman|b0|i0|c0|p18;\W0.9000000000;\T1.0000000000;\o\lD \fTimes New Roman|b0|i0|c0|p18;\W0.9000000000;\T1.0000000000;\o\lE \fTimes New Roman|b0|i0|c0|p18;\W0.9000000000;\T1.0000000000;\o\lA \fTimes New Roman|b0|i0|c0|p18;\W0.9000000000;\T1.0000000000;\o\lR \fTimes New Roman|b0|i0|c0|p18;\W0.9000000000;\T1.0000000000;\o\lQ \fTimes New 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\fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lC \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lE \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lN \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lT \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lR \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lA \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lL \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lD \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lE \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lL \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lE \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lC \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lU \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lA \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lD \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lO \fTimes New Roman|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lR UNIVERSIDAD CENTRAL DEL ECUADOR INTEGRANTE : FECHA: 1/100 ESC: III ESTRUCTURAS FACULTAD DE ARQUITECTURA Y URBANISMO LAMINA Nº ASIGNATURA : PLANO : PLANOS ESTRUCTURALES TEMA : CERCHA METALICA CERCHA METALICA DIEGO PILLO 23-06-2014 1 PLANO CIMENTACION Escala 1_ 100 DETALLE UNION CABLE Escala 1_ 20

Language	Other
Drawing Type	Full Project
Category	Utilitarian Buildings
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	adega, armazenamento, autocad, barn, cave, celeiro, cellar, details, drawings, DWG, FOUNDATION, full, grange, iron, keller, le stockage, metal, plans, Project, scheune, sections, sheet, speicher, storage, structural, truss

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