Lightened Flagstone 20cm Structural DWG Block for AutoCAD

Lightened flagstone 20cm Structural File Irons

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

concivim, engineers, constructions civil road metal, civil construction metal road, hernan vladimir pazmiño chiluiza cice, cdla the alamos mz juan chiriboga telefax riobamba ecuador, project: new dining room bastion salvation army, contain: axes, date:, scale: view, archive:, plan:, and documents work vladimir building altars, concivim, constructions civil road metal, rbba cdla the alamos ii mz tele fax, cice cin, sheet of irons, item, diameter, brand, element, elements, length, weight, observations, plinth units, add up, plinths, chains units, chain type, chain type, stri chain, stirrups chains, add up, chains, columns units, estr, estri, add up, columns, sheet iron foundation, item, diameter, brand, element, elements, length, weight, observations, add up, plinths, reinforcement summary, element, plinths, chains, columns, add up, add up, add rods, male, material summary, element, volume, replantillo, foundations, plinths, neck, chains, columns, add up, rbba may, sheet:, contains, ing. vladimir pazmiño ch, consultant, plant foundation picture plinths picture frame columns columns sheet irons, Peace building, draft:, ing. oswaldo pazmiño, owner, bridges new mm, sheet of iron slabs type columns, item, diameter, brand, element, elements, length, weight, observations, the levels, nerve, Nerves Direc ‘x’, nerve, Nerves Direc ‘and’, bridge, axle bridges ‘a’, bridge, axle bridges ‘b’, bridge, axle bridges ‘c’, bridge, axle bridge, bridge, axle bridge, bridge, axle bridge, add up, slabs, levels axes, add up, numeric beams, levels axes, add up, lite beams, stirrups levels, estri ap, stirrups props, clear, stirrups clear, add up, stirrups, bridge, axle bridge, rbba may, sheet:, contains, ing. vladimir pazmiño ch, consultant, plant foundation picture plinths picture frame columns columns sheet irons, Peace building, draft:, ing. oswaldo pazmiño, owner, replantillo, plinth type, replantillo, plinth type, replantillo, plinth type, replantillo, plinth type, new mm mc, excavation, columns type, new mm mc, stirrups: column center supports, new mm cm mc, columns, new mm mc, stirrups: column center supports, new mm cm mc, chains type foundations, excavation, new mm mc, stirrups:, new mm cm mc, chains foundations, excavation, new mm mc, stirrups:, new mm cm mc, detail stirrups, chain, slab, new mm cm, perimeter of the ground in front of the background, flown, Cyclopean stone, kind, nerves mm, rbba may, sheet:, contains, ing. vladimir pazmiño ch, consultant, plant foundation picture plinths picture frame columns columns sheet irons, Peace building, draft:, ing. hernan pazmiño, owner, bridge mm, shaft axis, axes:, new mm mc, stirrups: beam center supports, new mm cm mc, Clear, new mm, new mm mc, bridge mm, nerves mm, bridge mm, nerves mm, bridge mm, type detail stirrups, shaft axis, columns type, new mm mc, stirrups: column center supports, new mm cm mc, columns, new mm mc, stirrups: column center supports, new mm cm mc, kind

Raw text data extracted from CAD file:

\A1;5.48 \A1;4.02 \A1;5.30 \A1;4.40 \A1;4.95 \A1;1.65 \A1;1.50 \A1;4.98 \A1;1.50 \A1;2.02 \A1;1.50 \A1;1.50 \A1;3.80 \A1;1.50 \A1;2.86 \A1;1.50 \A1;2.90 \A1;1.50 \A1;1.50 \A1;3.10 \A1;2.25 \A1;1.50 \A1;3.41 \A1;2.25 \A1;2.12 \A1;2.25 \A1;2.52 \A1;1.50 CONCIVIM INGENIEROS. RBBA:032 603-480 CONSTRUCCIONES CIVILES VIALES METÁLICAS CONSTRUCIONES CIVILES VIALES METALICAS Hernan Vladimir Pazmiño Chiluiza \fVerdana|b0|i1|c0|p34;\H1.25x;\Lvlapch@hotmail.com\fTechnic|b0|i0|c2|p2;\l \H0.8x;Ing.Civil Cice 06-330 1-09301-cin Cdla. Los Alamos 2 mz i # 12 – Juan Chiriboga TeleFax (593) 03 2 603 480 Riobamba – Ecuador PROYECT: NEW DINING ROOM “FLOR BASTION GUAYAQUIL-ECUADOR” – SALVATION ARMY CONTAIN: \fTechnic|b0|i0|c2|p2; \fArial|b0|i0|c0|p34;*BEAM AXES ARMED=1,2,3 *SECTION DATE: \fArial|b0|i0|c0|p34; _______________JANUARY -2009 SCALE: \fArial|b0|i0|c0|p34; ____________________IN VIEW ARCHIVE: \fArial|b0|i0|c0|p34; PLAN: \fRomantic|b0|i0|c2|p2;\H1.6x;07 / C:\\Documents and Settings\\Administrador\\Mis documentos\\Riobamba Documentos Trabajo Riobamba\\Ing Vladimir Pazmi\U+FFF1o Edificio Altares\\ESTRUCTURAL ALTARES 2004.dwg \H1.6x;07 CONCIVIM CONSTRUCIONES CIVILES VIALES METÁLICAS RBBA CDLA LOS ALAMOS II MZ I #12 TELE FAX 03 2 603 480 CICE 06 – 330 CIN 1-09301 0,25 1,35 0,4 0,07 2,07 1,5 1,5 1,5 0,5 1,5 1,5 0,25 1,35 2,07 0,4 0,07 1,5 0,5 1,5 1,5 0,25 1,35 2,07 0,4 0,07 1,5 0,5 2,25 2,25 0,25 1,25 0,5 0,07 2,07 2,25 0,5 \LELEMENTOS: \L · A1-A2-A3-A4 · B1-B4 · C1-C2-C3-C4 PLANILLA DE HIERROS CIMENTACION-CADENAS-COLUMNAS ITEM DIAMETRO f (mm) MARCA ELEMENTO A (m) B (m) C (m) # ELEMENTOS LONGITUD (m) PESO (kg) OBSERVACIONES PLINTOS 12 UNIDADES 1 12 100 P1 1.50 – – 126.00 189.00 176.22 A1,A2,A3,B4,C1,C2,C3. 2 12 101 P1 1.50 – – 126.00 189.00 176.22 A1,A2,A3,B4,C1,C2,C3. 3 12 103 P2 1.50 – – 36.00 54.00 50.35 A4,C4 4 12 104 P2 1.50 – – 36.00 54.00 50.35 A4,C4 5 12 105 P3 1.50 – – 18.00 27.00 25.17 B1 6 12 106 P3 1.50 – – 18.00 27.00 25.17 B1 7 12 107 P4 2.25 – – 23.00 51.75 48.25 B2,B3 8 12 108 P4 2.25 – – 23.00 51.75 48.25 B2,B3 SUMAN 599.98 12 PLINTOS CADENAS 17 UNIDADES 9 12 200 CADENA TIPO 1 1.00 – – 50.00 200.00 186.48 \C0;1A2,2A3,3A4,1C2,2C3,3C4 A1B,B1C,A4B,B4C 10 14 201 CADENA TIPO 2 1.00 – – 33.65 134.60 170.73 1B2,2B3,3B4,A2B,B2C, A3B,B3C 11 8 202 ESTRI CADENA 0.20 0.20 0.07 418.25 0.98 170.30 ESTRIBOS CADENAS SUMAN 527.51 17 CADENAS COLUMNAS 12 UNIDADES 12 14 300 C1 5.00 1.00 – 40.00 240.00 304.42 A1-A2-A3-A4-B1-B4-C1-C2-C3-C4 13 12 301 C1 5.00 1.00 – 40.00 240.00 223.78 A1-A2-A3-A4-B1-B4-C1-C2-C3-C4 14 8 302 C1 0.45 0.35 0.15 280.00 546.00 226.45 A1-A2-A3-A4-B1-B4-C1-C2-C3-C4 15 8 303 C1 0.45 0.35 0.15 70.00 136.50 56.61 A1-A2-A3-A4-B1-B4-C1-C2-C3-C4 16 14 304 C2 5.00 1.00 16.00 96.00 121.77 B2-B3 17 8 305 C2 ESTR 0.45 0.50 0.15 56.00 125.44 52.03 B2-B3 18 8 306 C2 ESTRI 0.45 0.50 0.15 14.00 31.36 13.01 B2-B3 SUMAN 998.07 12 COLUMNAS 0,5 0,4 0,5 0,55 PLANILLA DE HIERROS CIMENTACION ITEM DIAMETRO f (mm) MARCA ELEMENTO A (m) B (m) C (m) # ELEMENTOS LONGITUD (m) PESO (kg) OBSERVACIONES 1 12 100 P1 1.50 – – 126.00 189.00 176.22 A1,A2,A3,B4,C1,C2,C3. 2 12 101 P1 1.50 – – 126.00 189.00 176.22 A1,A2,A3,B4,C1,C2,C3. 3 12 103 P2 1.50 – – 36.00 54.00 50.35 A4,C4 4 12 104 P2 1.50 – – 36.00 54.00 50.35 A4,C4 5 12 105 P3 1.50 – – 18.00 27.00 25.17 B1 6 12 106 P3 1.50 – – 18.00 27.00 25.17 B1 7 12 107 P4 2.25 – – 23.00 51.75 48.25 B2,B3 8 12 108 P4 2.25 – – 23.00 51.75 48.25 B2,B3 SUMAN 599.98 12 PLINTOS 0,25 0,25 0,3 0,4 0,25 0,25 0,3 0,4 0,79 1,2 0,81 2,8 0,25 1,35 0,25 1,35 RESUMEN DE REFUERZO f ELEMENTO f 08 mm(KG) f 12 mm (KG) f 14 mm (KG) PLINTOS – 599.98 – CADENAS 170.30 186.48 170.73 COLUMNAS 348.10 223.78 426.19 SUMAN (kg) 518.40 1010.24 596.92 SUMAN (qq) 11.41 22.23 13.13 SUMAN VARILLAS 103 VAR 12m 89 VAR 12m 40 VAR 12m RESUMEN MATERIALES ELEMENTO \A1;RESISTENCIA (\Skg/cm2;) VOLUMEN m3 REPLANTILLO 140 2.28 CIMIENTOS 180 4.52 PLINTOS 210 14.06 PESCUEZOS 210 3.39 CADENAS 210 5.23 COLUMNAS 210 7.78 SUMAN 210 30.46 RBBA MAYO / 2009 LAMINA: CONTIENE : A1 de 3 ING. VLADIMIR PAZMIÑO CH CONSULTOR · PLANTA CIMENTACION N-2.00 · CUADRO PLINTOS · CUADRO CADENAS · CUADRO COLUMNAS · PLANILLA HIERROS EDIFICIO PAZMIÑO PROYECTO: ING. OSWALDO PAZMIÑO PROPIETARIO \A1;5.48 \A1;4.02 \A1;5.30 \A1;4.40 \A1;4.95 \A1;5.48 \A1;4.02 \A1;4.98 \A1;3.52 \A1;1.70 \A1;1.70 \A1;1.20 \A1;1.20 \A1;1.58 \A1;1.12 \A1;0.50 \A1;0.50 \A1;0.50 PUENTES 01 f\fTimes New Roman|b0|i0|c0|p18; 12 mm \A1;1.18 \A1;1.18 0,35 0,25 0,35 0,25 -240.7280758700476 -240.7280758700476 0,35 0,25 2.40 0.70 1.0 0,25 0,25 0.70 \A1;1.18 \A1;5.34 \A1;4.37 \A1;4.95 \A1;1.18 \A1;0.40 \A1;4.89 \A1;0.40 \A1;3.97 \A1;0.40 \A1;4.55 \A1;0.40 \A1;1.01 \A1;1.00 \A1;1.25 \A1;1.25 \A1;1.10 \A1;1.10 \A1;1.25 \A1;1.25 \A1;2.39 \A1;1.77 \A1;2.05 \A1;0.35 \A1;0.35 A A B B Mc 405 0,5 0,55 0,5 0,4 PLANILLA DE HIERROS LOSAS TIPO Y COLUMNAS ITEM DIAMETRO f (mm) MARCA ELEMENTO A (m) B (m) C (m) # ELEMENTOS LONGITUD (m) PESO (kg) OBSERVACIONES LOSA NIVELES = 0+3.0, 0+5.60, 0+8.20, 0+10.80 1 12 400 NERVIO 10.00 – – 124.0000 1240.00 1156.18 NERVIOS DIREC ‘X’ 2 12 401 NERVIO 16.00 – – 68.00 1088 1015.00 NERVIOS DIREC ‘Y’ 3 12 402 PUENTE 1.30 0.25 – 124.00 223.00 198.20 PUENTES EJE ‘A’ 4 12 403 PUENTE 2.50 0.25 – 124.00 372.00 347.00 PUENTES EJE ‘B’ 5 12 404 PUENTE 1.30 0.25 – 124.00 223.00 198.20 PUENTES EJE ‘C’ 6 12 405 PUENTE 1.51 0.25 – 68 136.68 122.00 PUENTE EJE ‘1’ 7 12 406 PUENTE 1.51 025 – 68 136.6800 122.00 PUENTE EJE ‘2’ 8 12 407 PUENTE 3.15 0.25 – 68.00 249.00 221.00 PUENTE EJE ‘3’ SUMAN 3549 4 LOSAS \A1;VIGAS EJES 1-2-3-4 NIVELES = 0+3.0, 0+5.60, 0+8.20, 0+10.80 10 14 500 AS – 10.00 – – 32 320.00 387.00 As (-) 11 14 500 As – 3.40 – – 16.00 55.00 66.00 As – 12 12 501 AS+ 10.00 – – 32.00 320.00 285.00 As + 14 12 501 AS+ 3.4 – – 16 55 49 AS+ SUMAN 951.00 VIGAS NUMERICAS \A1;VIGAS EJES A-B-C NIVELES = 0+3.0, 0+5.60, 0+8.20, 0+10.80 15 14 500 AS- 17.00 – – 32.00 544.00 658.00 AS- 16 14 500 AS- 6.00 – – 16.00 96.00 116.00 AS- 17 12 501 AS- 6.00 – – 32 192.00 170.00 AS- 18 12 501 AS+ 17.00 – – 32.00 544.00 484.00 AS+ 19 12 501 AS+ 6.00 – – 16 96 85 AS+ SUMAN 1513 VIGAS ALFABETICAS ESTRIBOS NIVELES = 0+0.30,0+5.6,0+8.20,0+10.80 20 8 312 ESTRI AP 0.30 0.20 0.10 1236 1360 537 ESTRIBOS APOYOS 21 8 313 ESTRI CLARO 0.30 0.20 0.10 985 1084 429 ESTRIBOS CLARO SUMAN 968 ESTRIBOS 9 12 408 PUENTE 2.30 0.25 – 68.00 190.00 170.00 PUENTE EJE ‘4’ 13 12 501 AS- 3.40 – – 32.00 109.00 98.00 As – RBBA MAYO / 2009 LAMINA: CONTIENE : 1 A1 de 3 ING. VLADIMIR PAZMIÑO CH CONSULTOR · PLANTA CIMENTACION N-2.00 · CUADRO PLINTOS · CUADRO CADENAS · CUADRO COLUMNAS · PLANILLA HIERROS EDIFICIO PAZMIÑO PROYECTO: ING. OSWALDO PAZMIÑO PROPIETARIO B C A 5 5 1 2 3 5.30 4.40 4 4.95 \LPLANTA CIMENTACION\H1.519x; Escala._______1:050 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P1 C1 P1 C1 P1 C1 P2 C1 P3 C1 P4 C2 P4 C2 P1 C1 P1 C1 P1 C1 P1 C1 P2 C1 5 5 5 5 5 5 5 5 REPLANTILLO f’c=140 kg/cm2 5 \L7 PLINTOS TIPO 1 Escala._______1:050 5 5 5 5 5 5 5 5 REPLANTILLO f’c=140 kg/cm2 5 \L2 PLINTOS TIPO 2 Escala._______1:050 5 5 5 5 5 5 5 5 REPLANTILLO f’c=140 kg/cm2 5 \L1 PLINTO TIPO 3 Escala._______1:050 5 5 5 5 5 5 5 5 REPLANTILLO f’c=140 5 \L2 PLINTOS TIPO 4 Escala._______1:050 18 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 100 18 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 101 18 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 100 18 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 101 18 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 103 18 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 104 18 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 103 18 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 104 18 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 105 18 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 106 18 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 105 18 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 106 23 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 107 23 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 108 23 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 107 23 f\fTimes New Roman|b0|i0|c0|p18; 12 mm MC 108 EXCAVACION N -2.07m EXCAVACION N -2.07m EXCAVACION N -2.07m EXCAVACION N -2.07m \LELEMENTOS\l: A1,A2,A3,B4,C1,C2,C3 \LELEMENTOS\l: A4,C4 \LELEMENTOS\l: B1 \LELEMENTOS\l: B2, B3 5 5 \L COLUMNAS TIPO 1 Escala._______1:025 \LELEMENTOS (# 10) (# 10) : \L · A1-A2-A3-A4 · B1-B4 · C1-C2-C3-C4 \LRefuerzo:\l 04 f \fTimes New Roman|b0|i0|c0|p18;14 mm Mc 300 04 f \fTimes New Roman|b0|i0|c0|p18;12 mm Mc 301 \L Estribos: Apoyos Centro Columna \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 10 cm \H0.7x;\SL/2;\H1.429x; Mc 302 \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 20 cm \H0.7x;\SL/4;\H1.429x; Mc 303 5 5 \L COLUMNAS TIPO2 Escala._______1:025 \LELEMENTOS (# 02) (# 02) : \L · B2-B3 \LRefuerzo:\l 08 f \fTimes New Roman|b0|i0|c0|p18;14 mm Mc 304 \L Estribos: Apoyos Centro Columna \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 10 cm \H0.7x;\SL/2;\H1.429x; Mc 305 \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 20 cm \H0.7x;\SL/4;\H1.429x; Mc 306 \L10 CADENAS y CIMENTOS TIPO 1 Escala._______1:012.5 \LELEMENTOS\l: 1A2,2A3,3A4,1C2,2C3,3C4 A1B,B1C,A4B,B4C 5 5 5 5 EXCAVACION N -0.30m \LRefuerzo:\l 04 f \fTimes New Roman|b0|i0|c0|p18;12 mm Mc 200 \L Estribos: \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 20 cm Mc 202 \L07 CADENAS y CIMENTOS TIPO2 Escala._______1:012.5 \LELEMENTOS\l: 1B2,2B3,3B4,A2B,B2C, A3B,B3C 5 5 5 5 EXCAVACION N -0.30m \LRefuerzo:\l 04 f \fTimes New Roman|b0|i0|c0|p18;14 mm Mc 201 \L Estribos: \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 20 cm Mc 202 \LCOLUMNA DETALLE ESTRIBOS Escala._______1:050 CADENA LOSA N+3.00m 5 5 5 5 5 5 5 5 N+0.0m \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 10 cm \H0.7x;\SL/4; \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 20 cm \H0.7x;\SL/2;\H1.429x; \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 15 cm \H1x; \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 10 cm \H0.7x;\SL/4; PERIMETRO DEL TERRENO 10 m FRENTE x 20 m DE FONDO VOLADO VOLADO VOLADO VOLADO \A1;HORMIGON CICLOPEO 60% PIEDRA 180 \Skg/cm2; \A1;HORMIGON CICLOPEO 60% PIEDRA 180 \Skg/cm2; \LFORMAS TIPO “L” TIPO “0” TIPO “I” A B A B C A B C A 5 5 1 2 3 5.30 4.40 4 4.95 \LLOSAS: N=+3.0 / N=+5.60 / N=8.20 / N=10.80 Escala._____________________________________________________________1:050 NERVIOS 01 f 12 mm RBBA MAYO / 2009 LAMINA: CONTIENE : 1 A1 de 3 ING. VLADIMIR PAZMIÑO CH CONSULTOR · PLANTA CIMENTACION N-2.00 · CUADRO PLINTOS · CUADRO CADENAS · CUADRO COLUMNAS · PLANILLA HIERROS EDIFICIO PAZMIÑO PROYECTO: ING. HERNAN PAZMIÑO PROPIETARIO B C A 5 5 5 5 5 5 5 5 5 5 5 5 5 PUENTE 01 f\Fcdm_nc|c0; 12 mm 5 5 \LVIGAS: EJE 1 – EJE 2 – EJE 3 – EJE4 Escala._______1:050 5 5 \LELEMENTOS \L · EJES: 1-2-3-4 \LRefuerzo Apoyo:\l 03 f \fTimes New Roman|b0|i0|c0|p18;14 mm Mc 500 04 f \fTimes New Roman|b0|i0|c0|p18;12 mm Mc 501 \L Estribos: Apoyos Centro Viga \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 15 cm \H0.7x;\Sl/3;\H1.429x; Mc 502 \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 25 cm \H0.7x;\Sl/3;\H1.429x; Mc 503 5 5 \LRefuerzo Claro :\l 02 f \fTimes New Roman|b0|i0|c0|p18;14 mm Mc500 03 f \fTimes New Roman|b0|i0|c0|p18;12 mm Mc 501 A A A A A A A A B B B B \LCORTE -AA \LCORTE -BB Escala._______1:012.5 Escala._______1:012.5 PUENTE 01 f\Fcdm_nc|c0; 12 mm PUENTE 01 f\Fcdm_nc|c0; 12 mm NERVIOS 01 f 12 mm NERVIOS 01 f 12 mm PUENTE 01 f\Fcdm_nc|c0; 12 mm PUENTE 01 f\Fcdm_nc|c0; 12 mm NERVIOS 01 f 12 mm PUENTE 01 f\Fcdm_nc|c0; 12 mm PUENTE 01 f\Fcdm_nc|c0; 12 mm \LCOLUMNA TIPO DETALLE ESTRIBOS 0.70 1.0 2.40 5 5 \A1;01f\Fgbenor|c0;08mm @10cm\H0.7x;\SL/4; \A1;01f\Fgbenor|c0;08mm @10cm\H0.7x;\SL/4; \A1;01f\Fgbenor|c0;08mm @20cm\H0.7x;\SL/2; 0.70 \A1;LOSA 25 \A1;LOSA 25 Escala._______________1:050 1 2 3 4 1.18 5 5 4.95 1.18 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LVIGAS: EJE A – EJE B – EJE C Escala._______________________________1:050 5 5 A A B B A A B B A A B B A A A A A A A A A A Mc 405 Mc 400 Mc 400 Mc 401 Mc 401 Mc 402 Mc 403 Mc 404 Mc 406 Mc 407 Mc 408 5 5 \L COLUMNAS TIPO 1 Escala._______1:025 \LELEMENTOS (# 10) (# 10) : \L · A1-A2-A3-A4 · B1-B4 · C1-C2-C3-C4 \LRefuerzo:\l 04 f \fTimes New Roman|b0|i0|c0|p18;14 mm Mc 310 04 f \fTimes New Roman|b0|i0|c0|p18;12 mm Mc 311 \L Estribos: Apoyos Centro Columna \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 10 cm \H0.7x;\SL/2;\H1.429x; Mc 312 \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 20 cm \H0.7x;\SL/4;\H1.429x; Mc 313 5 5 \L COLUMNAS TIPO2 Escala._______1:025 \LELEMENTOS (# 02) (# 02) : \L · B2-B3 \LRefuerzo:\l 08 f \fTimes New Roman|b0|i0|c0|p18;14 mm Mc 314 \L Estribos: Apoyos Centro Columna \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 10 cm \H0.7x;\SL/2;\H1.429x; Mc 312 \A1;01 f \fTimes New Roman|b0|i0|c0|p18;08 mm @ 20 cm \H0.7x;\SL/4;\H1.429x; Mc 313 Mc 312 Mc 312 Mc 313 Mc 302-305 Mc 303-306 \LFORMAS TIPO “L” TIPO “0” TIPO “I” A B A B C A