Full Bridge DWG Detail for AutoCAD

Full Bridge DWG Detail for AutoCAD

DESIGN AND DETAILS OF CONCRETE BRIDGE.

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

bolt for pendolones, suspension cable, cable clips, guide wire, plates, safety ring, nut, lock nut, high resistance, top view, welding, bottom view, main cable, cable tie, high strength bolts, cable contraventeo , cable tie anchor bolts, main cable anchor bolts, main cable anchors, support plate, hºcº or hºaº, main cable, mooring tube, side view, plan view, tower beam, support volante , support plates, main cable support details, electrode welding, nuts, metal axis, vertical plate, front view, element, pos., diam., no., long., total, total :, steel summary, foundations , long. total, shoe reinforcement, iron sheet, simple clamps, suspender, handrail cable, mesh tie, guardrail, mesh support, see detail a, metal profile, platform planks, cross section, —, left margin, margin right, longitudinal view, cll, republic of bolivia, plane number, horizontal, vertical, scale :, graphic scale :, executed :, list of modifications, plans :, description, review, date, approved, rev.nº, project :, left margin tower, right margin tower, longitudinal profile, main cable tie structure, anchoring plate, note:, all the entire dimensions are measured in millimeters, pillars, upper, lower, abutments, beams, foundation frame, references, armed inf x, armed inf. and, armed sup. x, armed sup. and, starting frame, reinforced corners, stakeout, left margin tower, right bank tower, reinforcement beams, pillars reinforcement, column frame, slab reinforcement, cable anchor point details, plate details, platform detail – guardrail – cables mooring, anchor block, windbreaker dies, cable length, ø pendolones, main cables, windbreaker cable, fasteners, protective mesh, handrail cable, pendolón, wooden planks, contraflecha cable

Raw text data extracted from CAD file:

29,69 50,8 30 50 30 60 60 50 60 30 50,8 50,8 1600 38.5 38.5 77 77 38.5 38.5 5 5 5 5 5 5 PERNO PARA PENDOLONES VER DETALLE "C" CABLE SUSPENSOR d 9,50 d 9,50 (3/8") CLIPS PARA CABLE CABLE GUIA d 19 (3/4") PLACAS 5 90 5 5 5 5 5 5 5 5 5 5 TABLONES 200x50x3600 PERFILES 50,8x50,8x6,4 VOLANDA DE SEGURIDAD TUERCA d 5/8" PERNO d 5/8" 5 5 5 PERNO d 15,9 (5/8") TUERCA TUBO d 19 (3/4") TIPO A - 490 L = 29 mm t = 3,2 (1/8") VOLANDA DE SEGURIDAD CONTRATUERCA 5 ALTA RESITENCIA VISTA SUPERIOR 5 SOLDADURA 5 14 mm \U+2205 60.0 PLACA t=6,4 (1/4") 5 VISTA INFERIOR 29.99999999998909 \U+2205 5 14 mm SOLDADURA 5 PLACA t=6,4 (1/4") 5 5 5 SOLDADURA 5 5 5 1600 CABLE PRINCIPAL 5 5 5 20 ± Longitud variable 20 90 ± Longitud variable 5 2 CLIPS C/60 CONTRAVENTEO 9,5 (3/8") CABLE DE AMARRE DE 5 5 5 5 d 12,7 (1/2") A-490 PERNOS ALTA RESISTENCIA 120 5 d 22 (5/8") CABLE DE CONTRAVENTEO 0,20 0,80 1,40 0,50 0,20 10° 3,00 3,00 0,50 2,00 0,50 0,50 0,30 1,30 0,30 5,00 3,00 0,50 2,50 2,50 2,50 0,20 0,80 0,25 0,60 0,20 0,50 10° 0,50 2,00 2,00 1,00 0,50 1,80 0,50 0,30 0,50 1,50 2,00 0,90 0,90 VISTA FRONTAL Esc 1:40 0.900000000000091 0.900000000000091 2.0 1.5 0.5 0.2999999999999545 PERNOS DE ANCLAJE DE CABLES CONTRAVIENTO 0.5 1.800000000000182 0.4999999999997726 1.000000000000227 2.0 2.0 0.5 5 5 5 5 5 5 5 d 25.4mm PLACA DE ANCLAJE 15.8mm VISTA LATERAL Esc 1:40 VISTA FRONTAL Esc 1:40 2.500000000000227 2.500000000000227 2.499999999999545 0.5 2.999999999999773 5.000000000000227 0.2999999999999545 1.299999999999727 0.3000000000001819 0.5 PERNOS DE ANCLAJE DE CABLES PRINCIPALES 0.4999999999997726 2.000000000000227 0.5 3.0 3.0 VISTA LATERAL Esc 1:40 5 5 5 5 5 5 d 25.4mm PLACA DE ANCLAJE 15.8mm ANCLAJES DE CABLES PRINCIPALES 0,20 0,12 0,12 0,12 0,46 0,12 0,36 0,17 0,48 0,28 0,06 0,30 0,08 0,30 0,08 0,46 0,20 0,12 0,11 0,12 0,46 0,48 0,16 0,12 0,27 0,25 0,17 0,17 0,25 0,27 0,12 0,16 0,48 0,46 0,12 0,11 0,12 0,20 0,46 0,08 0,30 0,08 0,30 0,06 0,28 0,48 0,17 0,36 0,12 0,46 0,12 0,12 0,12 0,20 4 CLIPS d 22 t = 12.7 PLACA DE APOYO HºCº o HºAº VOLANDA DE SEGURIDAD CABLE DE PRINCIPAL TUBO DE AMARRE HºCº o HºAº ELECTRODO E-70 BARRA DE d 1" SOLDADURA 9.5 BARRA DE d 1" 0.2000000000002728 0.1150000000000091 0.1150000000000091 0.1150000000000091 0.4649999999999181 0.1150000000002365 0.3602795410101862 0.165000000000191 0.4752795410101953 0.2800000000002001 0.0575505122278628 0.3027290287823234 0.0800000000000409 0.303000000000111 0.0799999999999272 0.4629999999999654 0.60 0.1999999999998181 0.1150000000002365 0.1149999999997817 0.1150000000002365 0.4649999999996908 0.4752795410095132 0.1649999999999636 0.1150000000002365 0.2674010244554665 0.25 0.1725505122280993 0.60 DETALLES DE ANCLAJES DE CABLES CONTRAVIENTO Esc 1:10 VISTA LATERAL VISTA EN PLANTA VISTA EN PLANTA VISTA LATERAL DETALLES DE ANCLAJES DE CABLES PRINCIPALES Esc 1:10 1.40 0.1725505122280993 0.25 0.2674010244554665 0.1150000000002365 0.1649999999999636 0.4752795410095132 0.4649999999996908 0.1150000000002365 0.1149999999997817 0.1150000000002365 0.1999999999998181 1.40 0.4629999999999654 0.0799999999999272 0.303000000000111 0.0800000000000409 0.3027290287823234 0.0575505122278628 0.2800000000002001 0.4752795410101953 0.165000000000191 0.3602795410101862 0.1150000000002365 0.4649999999999181 0.1150000000000091 0.1150000000000091 0.1150000000000091 0.2000000000002728 BARRA DE d 1" SOLDADURA 9.5 BARRA DE d 1" ELECTRODO E-70 HºCº o HºAº TUBO DE AMARRE CABLE DE PRINCIPAL VOLANDA DE SEGURIDAD HºCº o HºAº PLACA DE APOYO t = 12.7 4 CLIPS d 22 80 463 303 80 70 35 35 30 30 60 250 5 5 5 5 HUECOS d 28 5 5 5 HUECOS d 28 5 5 5 5 127 400 144 400 150 115 150 115 200 115 400 127 33 80 5 5 5 5 d 32 (1/1/4") SOLDADURA 70 5 5 5 5 5 CLIPS PARA d 19 (3/4") 5 5 d 32 (1/1/4") VIGA DE TORRE VOLANDA DE APOYO 5 CABLE GUIA d 19 (3/4") PLACAS DE APOYO t = 12,7 (1/2") TUBO DE AMARRE 5 5 51 124 124 390 194 33 86 25 46 25 86 33 \U+220551 16 16 64 16 16 DETALLES DE APOYO DE CABLE PRINCIPAL SOLDADURA CON ELECTRODO PERNO U d3/4" 2 POLEAS METALICAS TIPO E-70 EN TODO EL APOYO TUERCAS 10 V 10 V EJE METALICO PLACA VERTICAL t = 16 (5/8") PERNO U d3/4" SOLDADURA CON ELECTRODO TIPO E-70 EN TODO EL APOYO 5 5 5 5 5 5 32.99999999944703 86.0000000002401 5 46.00000000073123 5 85.99999999978536 32.99999999990177 193.99999999996 389.9999999998727 Esc 1:5 VISTA EN PLANTA VISTA FRONTAL Esc 1:5 Esc 1:5 VISTA LATERAL 123.837559628555 123.8375596290098 50.85013725511089 N Elemento Pos. Diam. No. Long. (cm) Total (cm) (Kg) (P3-P4)=(P1-P2) 1 d12 4 282 1128 10.01 2 d12 9 122 1098 9.75 3 d16 5 290 1450 22.89 4 d12 9 122 1098 9.75 5 d6 3 106 318 0.71 6 d6 3 106 318 0.71 7 d12 4 73 292 2.59 8 d12 4 73 292 2.59 64.90 129.80 Total+10%: (x2): d6: 3.12 d12: 76.32 d16: 50.36 TOTAL: 129.80 (P3-P4) y (P1-P2) 11 11 16 4P1d12c/30 (282) 15 15 16 5P3d16c/20 (290) 40 160 40 P3 P4 13 13 14 9P2d12c/30 (122) 14 14 13 9P4d12c/30 (122) 40 40 30 P3 240 80 30 4X1P5d12 (73) 6 23 23 3P6d6 (106) 30 30 P3 30 4X1P7d12 (73) 6 23 23 3P8d6 (106) 30 30 P4 RESUMEN ACERO Cimentación Long. Total (m) Peso+10% (Kg) d6 6.4 2 d12 39.1 38 d16 14.5 25 65 Total Esc. 1:40 REFUERZO ZAPATAS PLANILLA DE FIERROS PLANILLA DE FIERROS 2.50 0.80 0.80 1.70 2.50 2.50 1.70 2.50 2.50 3.00 3.00 0.80 0.80 0.30 0.30 0.40 0.30 1.40 \A1;1.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.17 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.17 4455.37116049388 CABLE GUIA 4455.37116049388 4455.37116049388 4455.37116049388 VER DETALLE "B" 4455.37116049388 4455.37116049388 4455.37116049388 4455.37116049388 4455.37116049388 VER DETALLE "C" 4455.37116049388 \A1;150 \A1;0.17 \A1;0.06 \A1;150 \A1;0.17 \A1;0.06 \A1;1.55 \A1;0.06 \A1;0.06 \A1;0.15 \A1;0.15 \A1;0.06 \A1;0.06 \A1;0.06 CABLE PRINCIPAL 2d 25 4440.189252162942 ABRAZADERAS SIMPLES SUSPENSOR CABLE PRINCIPAL 2d 25 CABLE PASAMANOS d 9,50 (3/8") ALAMBRON d4,2 (1/8") AMARRE DE MALLA DE BARANDADO SOPORTE DE MALLA ALAMBRON d4,2 (1/8") 4440.189252162942 VER DETALLE A 4440.189252162942 4440.189252162942 4440.189252162942 d 9,50 CABLE SUSPENSOR 2"x2"x1/4" PERFIL METALICO 4440.189252162942 4440.189252162942 4440.189252162942 4440.189252162942 TABLONES DE PLATAFORMA 200x50x3000 4440.189252162942 4440.189252162942 4440.189252162942 4440.189252162942 CABLE DE CONTRAVENTEO CABLE d 9,50 DE AMARRE 4440.189252162942 SECCION TRANSVERSAL Esc 1:10 \A1;1.55 1.40 3.00 3.00 0.38 4.80 4.22 3.69 3.24 2.82 2.47 2.15 1.91 1.70 1.56 1.46 1.41 3.15 2.08 1.16 0.59 0.35 3.00 5.00 2.00 1.80 2.00 1.80 3.00 5.00 CABLE PRINCIPAL 1d 25 5 ABRAZADERAS SIMPLES SUSPENSOR CABLE PRINCIPAL 1d 25 CABLE PASAMANOS d 9,50 (3/8") ALAMBRON d4,2 (1/8") AMARRE DE MALLA DE BARANDADO SOPORTE DE MALLA ALAMBRON d4,2 (1/8") 5 VER DETALLE A 150 5 5 d 9,50 CABLE SUSPENSOR 2"x2"x1/4" PERFIL METALICO 150 5 5 5 TABLONES DE PLATAFORMA 200x50x2400 5 5 5 5 CABLE DE CONTRAVENTEO CABLE d 9,50 DE AMARRE 5 SECCION TRANSVERSAL Esc 1:10 DETALLE DE AMARRE CABLE CONTRAVIENTO Esc 1:4 DETALLE A Esc 1:5 SUSPENSORES Esc 1:5 PENDOLONES Esc 1:5 60 150 175 60 150 175 60 1550 60 60 150 150 60 60 60 35 5 50 50 60 35 60 90 60 80 35 120 90 60 60 90 1.50 0.75 3.00 1.00 4.50 1.25 --- 1.50 1.50 3.00 4.50 0.00 50,8 25 25 30 50,8 50 50,8 30 25 25 2.40 2.82 0.6 5.75 6.18 5.25 0.75 3.5 5.25 5.75 6.18 26.57° 26.57° 74.80° 74.80° 74.80° 1.24 1.24 1.23 1.2 1.25 1.21 1.3 1.29 1.29 1.28 1.27 1.26 1.26 1.25 1.25 1.24 1.23 1.23 1.23 1.23 1.22 1.22 1.22 1.22 1.22 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.24 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.22 1.22 1.22 1.22 1.22 1.23 1.23 1.23 1.23 1.24 1.24 1.24 1.24 1.25 1.25 1.25 1.26 1.26 1.26 1.27 1.27 1.28 1.28 1.28 1.29 1.29 1.3 1.3 1.31 1.2 1.21 1.21 1.22 1.22 1.23 1.23 1.24 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.2 9.46 12.01 9.46 12.01 16.88 3.89 22 6.4 4.3 3.2 0.5 26.57° 43 4.3 3.2 0.5 6.4 48.1 24.6 135.02 20.77 20.08 19.4 18.74 18.09 17.46 16.84 16.23 15.64 15 14.38 13.78 13.19 12.62 12.06 11.52 10.99 10.47 9.97 9.49 9.01 8.55 8.11 7.68 7.26 6.86 6.47 6.09 5.73 5.38 5.04 4.72 4.41 4.11 3.83 3.56 3.3 3.06 2.82 2.6 2.4 2.2 1.85 2.02 1.7 1.55 1.42 1.3 1.2 1.11 1.02 0.96 0.9 0.86 0.83 0.81 1.2 1.2 1.2 26.57° 10.52 12.89 43 14.9 2.38 2.36 2.35 3.51 3.8 3.77 3.75 3.73 3.71 3.69 3.67 3.66 3.64 3.63 3.62 3.62 3.61 3.6 3.6 3.58 68.00° 32.67 22 2.2 2.2 3.3 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 2.2 13.28 12.41 11.58 10.39 9.17 8.04 7 6.03 5.15 4.35 3.62 2.98 2.41 1.92 1.5 1.17 0.85 0.72 0.6 0.56 6.9 6.4 3.4 3.4 2.6 2 1.2 3.8 3.7 3.8 1.22 1.21 1.2 1.31 1.3 1.28 1.28 1.27 1.26 1.25 1.24 1.24 1.24 0.8 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 Margen isquierda Margen derecha -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 continua 1.20 hasta el medio y es simetrico -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 continua 1.20 hasta el medio y es simetrico -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 Cable Principal L =218 m. 4 Æ 11/4² Estabilizadores L =21.6 m. 4 Æ 1/2² Estabilizadores L =26.6 m. 4 Æ 1/2² Cable de Pendolas Æ 3/8² Cable Guia L =140 m. 2 Æ 3/4² -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 1.2 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 Cable Contra Venteo L =138.56 m. Æ 1² -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 VISTA LONGITUDINAL VISTA EN PLANTA -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 -135.5362745902585 2.50 0.40 1.16 0.30 15.00 20 OR EL=2703.280 21 OR EL=2703.126 22 TE EL=2704.612 23 TE EL=2705.676 24 ER EL=2702.945 25 ER EL=2702.865 26 OR EL=2703.178 27 ER EL=2702.896 28 TE EL=2705.467 29 TE EL=2704.549 30 TE EL=2704.327 31 TE EL=2702.214 32 OR EL=2703.099 33 OR EL=2702.850 34 TE EL=2705.673 35 TE EL=2705.892 36 ZE EL=2705.664 37 ZE EL=2705.286 38 ZE EL=2704.718 39 ZE EL=2706.669 40 ZE EL=2707.221 41 ZE EL=2706.630 42 CN EL=2704.554 43 CN EL=2704.776 44 CN EL=2704.757 45 TE EL=2706.254 46 OR EL=2702.724 47 TE EL=2707.279 48 OR EL=2702.644 49 TE EL=2707.127 50 OR EL=2701.283 51 TE EL=2709.323 52 OR EL=2701.413 53 ZE EL=2709.886 54 CN EL=2703.012 55 CN EL=2703.384 56 TE EL=2704.655 57 CN EL=2702.956 58 OR EL=2701.542 59 CN EL=2702.994 60 CN EL=2702.816 61 CN EL=2703.094 62 CN EL=2702.549 63 CLL EL=2709.760 64 CLL EL=2709.947 65 CLL EL=2713.931 66 CLL EL=2714.023 67 ZE EL=2709.277 68 ZE EL=2709.577 69 ZE EL=2708.590 70 DD EL=2707.719 71 P-1 EL=2702.936 5 Esc. 1:100 VISTA EN PLANTA +2709.82 +2671.28 +2708.90 +2707.12 +2707.15 +2707.55 BM1 Z 2707.12 +2712.53 +2709.24 +2707.58 +2705.38 +2712.53 +2709.65 +2705.38 A1 - 841 X 594 VERTICAL 1:100 HONORABLE ALCALDIA MUNICIPAL DE EL PUENTE 2DA SECC. PROV. MENDEZ REPUBLICA DE BOLIVIA PLANO Nº 1/5 HORIZONTAL VERTICAL 1:200 1:100 0 2.5 5.0 0 5.0 10.0 ESCALA: HORIZONTAL 1:100 ESCALA GRAFICA: EJECUTO: LISTA DE MODIFICACIONES PLANOS: DESCRIPCION REVISO FECHA APROBO REV.Nº PROYECTO: ESTUDIO A DISEÑO FINAL PUENTE PASARELA "PARROQUIA" \W8.38125; PLANTA Y PERFIL Torre margen isquierdo Torre margen derecho 5 5 5 Esc. 1:100 PERFIL LONGITUDINAL Esc 1:5 ESTRUCTURA DE AMARRE CABLE PRINCIPAL PLACA DE ANCLAJE Esc 1:5 PLACA DE APOYO Esc 1:5 Esc 1:10 Esc 1:10 NOTA: TODAS LAS ACOTACIONES ENTERAS ESTAN MEDIDAS EN MILIMETROS - Elemento Pos. Diam. No. Long. (cm) Total (cm) (Kg) P1=P2=P3=P4 1 d12 4 250 1000 8.88 2 d12 4 76 304 2.70 3 d6 18 104 1872 4.15 17.30 69.20 Total+10%: (x4): PÓRTICO 1=PÓRTICO 2 4 d12 2 234 468 4.15 5 d12 2 184 368 3.27 6 d10 2 234 468 2.89 7 d8 8 132 1056 4.17 15.93 31.86 Total+10%: (x2): PÓRTICO 3=PÓRTICO 4 8 d12 2 275 550 4.88 9 d12 2 155 310 2.75 10 d10 2 275 550 3.39 11 d12 6 85 510 4.53 12 d8 11 132 1452 5.73 23.41 46.82 Total+10%: (x2): FORJADO 1 (P1) - FORJADO 2 (PÓRTICO 1(2,2.5)) FORJADO 1 (P2) - FORJADO 2 (PÓRTICO 1(3.6,2.5)) FORJADO 1 (P4) - FORJADO 2 (PÓRTICO 2(3.6,3.51)) FORJADO 1 (P3) - FORJADO 2 (PÓRTICO 2(2,3.51)) 13 d10 2 283 566 3.49 14 d16 3 289 867 13.68 15 d16 3 307 921 14.54 16 d8 26 129 3354 13.23 49.43 197.72 Total+10%: (x4): d6: 18.24 d8: 79.98 d10: 29.18 d12: 94.04 d16: 124.16 TOTAL: 345.60 30 30 4P1d12(250) 4P2d12(76) 23 23 18P3d6(104) Pos. Diam. No. Long. (cm) Total (cm) x 4 (cm) 1 d12 4 250 1000 4000 2 d12 4 76 304 1216 3 d6 18 104 1872 7488 -2.00 +0.52 4P1d12(250) 24 4P2d12(76) P3c/15 18 d6 P1=P2=P3=P4 RESUMEN ACERO FORJADO 1 PILARES Long. Total (m) Peso+10% (Kg) d6 74.9 18 d12 52.2 51 69 Total 30X40 30X40 30X40 30X40 P1 P2 P3 P4 L1 h=12 VI:30X40 VI:30X40 VI:30X40 VI:30X40 PÓRTICO 1 PÓRTICO 2 PÓRTICO 3 PÓRTICO 4 190 P1 P3 P2 P4 2P4d12 (234) 25 25 2P5d12 (184) 2P6d10 (234) 25 25 8x1eP7d8c/17 30 130 30 30 X 40 34 24 40 30 PÓRTICO 1 PÓRTICO 2 SUPERIOR INFERIOR ESTRIBOS RESUMEN ACERO FORJADO 1 VIGAS Long. Total (m) Peso+10% (Kg) d8 184.3 80 d10 43.0 29 d12 44.1 43 d16 71.5 124 276 Total 232 P1 P2 P3 P4 2P8d12 (275) 25 25 2P9d12 (155) 2P10d10 (275) 25 25 3P11d12 (85) 25 3P11d12 (85) 25 11x1eP12d8c/17 30 172 30 30 X 40 34 24 40 30 SUPERIOR INFERIOR ESTRIBOS 19 ARM. PIEL 2X1P13d10 (283) 21 3P14d16 (289) 30 3P15d16 (307) 8 33 23 26P16d8c/10 (129) 30 40 255 Elemento Pos. Diam. No. Long. (cm) Total (cm) (Kg) PÓRTICO 1=PÓRTICO 2 1 d12 2 234 468 4.15 2 d12 2 100 200 1.78 3 d10 2 234 468 2.89 4 d12 6 75 450 4.00 5 d8 8 132 1056 4.17 18.69 37.38 Total+10%: (x2): PÓRTICO 3=PÓRTICO 4 6 d12 2 174 348 3.09 7 d12 2 65 130 1.15 8 d10 2 174 348 2.15 9 d12 6 65 390 3.46 10 d8 5 132 660 2.60 13.70 27.40 Total+10%: (x2): FORJADO 2 (PÓRTICO 1(2,2.5)) - FORJADO 3 (PÓRTICO 1(2,3.01)) FORJADO 2 (PÓRTICO 1(3.6,2.5)) - FORJADO 3 (PÓRTICO 1(3.6,3.01)) 11 d10 2 288 576 3.55 12 d16 3 294 882 13.92 13 d16 3 312 936 14.77 14 d8 27 129 3483 13.74 50.58 101.16 Total+10%: (x2): d8: 45.14 d10: 18.92 d12: 38.78 d16: 63.10 TOTAL: 165.94 30X40 30X40 30X40 30X40 VI:30X40 VI:30X40 PÓRTICO 1 PÓRTICO 2 PÓRTICO 3 PÓRTICO 4 190 B3 B2 B0 B1 2P1d12 (234) 25 25 2P2d12 (100) 2P3d10 (234) 25 25 3P4d12 (75) 25 3P4d12 (75) 25 8x1eP5d8c/17 30 130 30 30 X 40 34 24 40 30 PÓRTICO 1 PÓRTICO 2 SUPERIOR INFERIOR ESTRIBOS RESUMEN ACERO FORJADO 2 VIGAS Long. Total (m) Peso+10% (Kg) d8 173.6 75 d10 39.4 27 d12 39.7 39 d16 72.7 126 267 Total 131 B3 B0 B2 B1 2P6d12 (174) 25 25 2P7d12 (65) 2P8d10 (174) 25 25 3P9d12 (65) 25 3P9d12 (65) 25 5x 1eP10d8 c/17 30 71 30 30 X 40 34 24 40 30 PÓRTICO 3 PÓRTICO 4 SUPERIOR INFERIOR ESTRIBOS 19 ARM. PIEL 2X1P11d10 (288) 21 3P12d16 (294) 30 3P13d16 (312) 8 33 23 27P14d8c/10 (129) 30 40 260 Elemento Pos. Diam. No. Long. (cm) Total (cm) (Kg) FORJADO 2 (PÓRTICO 2(2,3.51)) - FORJADO 3 (PÓRTICO 1(2,3.01)) FORJADO 2 (PÓRTICO 4) - FORJADO 3 (PÓRTICO 1(3.6,3.01)) 1 d10 2 288 576 3.55 2 d16 3 294 882 13.92 3 d16 3 312 936 14.77 4 d8 27 129 3483 13.74 50.58 101.16 Total+10%: (x2): d8: 30.24 d10: 7.82 d16: 63.10 TOTAL: 101.16 19 ARM. PIEL 2X1P1d10 (288) 21 3P2d16 (294) 30 3P3d16 (312) 8 33 23 27P4d8c/10 (129) 30 40 260 Elemento Pos. Diam. No. Long. (cm) Total (cm) (Kg) PÓRTICO 1 1 d12 2 196 392 3.48 2 d10 2 150 300 1.85 3 d10 2 196 392 2.42 4 d10 4 65 260 1.60 5 d8 10 112 1120 4.42 15.15 Total+10%: d8: 4.86 d10: 6.46 d12: 3.83 TOTAL: 15.15 30X30 VI:30X40 VI:30X40 PÓRTICO 1 160 2P1d12 (196) 21 21 2P2d10 (150) 2P3d10 (196) 21 21 2P4d10 (65) 21 2P4d10 (65) 21 10x1eP5d8c/17 3 154 3 30 X 30 24 24 30 30 PÓRTICO 1 SUPERIOR INFERIOR ESTRIBOS RESUMEN ACERO FORJADO 3 VIGAS Long. Total (m) Peso+10% (Kg) d8 11.2 5 d10 9.5 6 d12 3.9 4 15 Total P1 P2 P3 P4 240 x 80 x 30 Sup X: 5d16 c/ 20 Sup Y: 9d12 c/ 30 Inf X: 4d12 c/ 30 Inf Y: 9d12 c/ 30 240 x 80 x 30 Sup X: 5d16 c/ 20 Sup Y: 9d12 c/ 30 Inf X: 4d12 c/ 30 Inf Y: 9d12 c/ 30 P3: 4d12 P4: 4d12 P1: 4d12 P2: 4d12 RESUMEN ACERO Cimentación Long. Total (m) Peso+10% (Kg) d6 6.4 2 d12 39.1 38 d16 14.5 25 65 Total Cuadro de cimentación Referencias Dimensiones (cm) Canto (cm) Armado inf. X Armado inf. Y Armado sup. X Armado sup. Y (P1-P2), (P3-P4) 240x80 30 4d12 c/ 30 9d12 c/ 30 5d16 c/ 20 9d12 c/ 30 Cuadro de arranques Referencias Armados Esquinas P1, P2, P3, P4 4d12 (30+22+24) Elemento Pos. Diam. No. Long. (cm) Total (cm) (Kg) P1=P2=P3=P4 1 d12 4 140 560 4.97 2 d12 4 76 304 2.70 3 d6 11 104 1144 2.54 11.23 44.92 Total+10%: (x4): PÓRTICO 1=PÓRTICO 2 4 d12 2 234 468 4.15 5 d12 2 125 250 2.22 6 d10 2 234 468 2.89 7 d12 6 75 450 4.00 8 d8 8 132 1056 4.17 19.17 38.34 Total+10%: (x2): PÓRTICO 3=PÓRTICO 4 9 d12 2 275 550 4.88 10 d12 2 150 300 2.66 11 d10 2 275 550 3.39 12 d12 6 85 510 4.53 13 d8 11 132 1452 5.73 23.31 46.62 Total+10%: (x2): FORJADO 1 (P1) - FORJADO 2 (PÓRTICO 1(2,2.5)) FORJADO 1 (P2) - FORJADO 2 (PÓRTICO 1(3.6,2.5)) FORJADO 1 (P4) - FORJADO 2 (PÓRTICO 2(3.6,3.51)) FORJADO 1 (P3) - FORJADO 2 (PÓRTICO 2(2,3.51)) 14 d10 2 283 566 3.49 15 d16 3 289 867 13.68 16 d16 3 307 921 14.54 17 d8 26 129 3354 13.23 49.43 197.72 Total+10%: (x4): d6: 11.16 d8: 79.96 d10: 29.18 d12: 83.14 d16: 124.16 TOTAL: 327.60 30 30 4P1d12(140) 4P2d12(76) 23 23 11P3d6(104) Pos. Diam. No. Long. (cm) Total (cm) x 4 (cm) 1 d12 4 140 560 2240 2 d12 4 76 304 1216 3 d6 11 104 1144 4576 -1.00 +0.42 4P1d12(140) 24 4P2d12(76) P3c/15 11 d6 P1=P2=P3=P4 RESUMEN ACERO FORJADO 1 PILARES Long. Total (m) Peso+10% (Kg) d6 45.8 11 d12 34.6 34 45 Total 30X40 30X40 30X40 30X40 P1 P2 P3 P4 L1 h=12 2 VI:30X40 2 VI:30X40 PÓRTICO 1 PÓRTICO 2 PÓRTICO 3 PÓRTICO 4 190 P1 P3 P2 P4 2P4d12 (234) 25 25 2P5d12 (125) 2P6d10 (234) 25 25 3P7d12 (75) 25 3P7d12 (75) 25 8x1eP8d8c/17 30 130 30 30 X 40 34 24 40 30 PÓRTICO 1 PÓRTICO 2 SUPERIOR INFERIOR ESTRIBOS RESUMEN ACERO FORJADO 1 VIGAS Long. Total (m) Peso+10% (Kg) d8 184.3 80 d10 43.0 29 d12 50.6 49 d16 71.5 124 282 Total 232 P1 P2 P3 P4 2P9d12 (275) 25 25 2P10d12 (150) 2P11d10 (275) 25 25 3P12d12 (85) 25 3P12d12 (85) 25 11x1eP13d8c/17 30 172 30 30 X 40 34 24 40 30 PÓRTICO 3 PÓRTICO 4 SUPERIOR INFERIOR ESTRIBOS 19 ARM. PIEL 2X1P14d10 (283) 21 3P15d16 (289) 30 3P16d16 (307) 8 33 23 26P17d8c/10 (129) 30 40 255 Elemento Pos. Diam. No. Long. (cm) Total (cm) B 400 S, CN (Kg) PÓRTICO 1=PÓRTICO 2 1 d12 2 234 468 4.15 2 d12 2 100 200 1.78 3 d10 2 234 468 2.89 4 d12 6 75 450 4.00 5 d8 8 132 1056 4.17 18.69 37.38 Total+10%: (x2): PÓRTICO 3=PÓRTICO 4 6 d12 2 174 348 3.09 7 d12 2 65 130 1.15 8 d10 2 174 348 2.15 9 d12 3 65 195 1.73 10 d12 3 60 180 1.60 11 d8 5 132 660 2.60 13.55 27.10 Total+10%: (x2): FORJADO 2 (PÓRTICO 1(2,2.5)) - FORJADO 3 (PÓRTICO 1(2,3.01)) FORJADO 2 (PÓRTICO 1(3.6,2.5)) - FORJADO 3 (PÓRTICO 1(3.6,3.01)) 12 d10 2 288 576 3.55 13 d16 3 294 882 13.92 14 d16 3 312 936 14.77 15 d8 27 129 3483 13.74 50.58 101.16 Total+10%: (x2): d8: 45.14 d10: 18.90 d12: 38.50 d16: 63.10 TOTAL: 165.64 30X40 30X40 30X40 30X40 VI:30X40 VI:30X40 PÓRTICO 1 PÓRTICO 2 PÓRTICO 3 PÓRTICO 4 190 B3 B2 B0 B1 2P1d12 (234) 25 25 2P2d12 (100) 2P3d10 (234) 25 25 3P4d12 (75) 25 3P4d12 (75) 25 8x1eP5d8c/17 30 130 30 30 X 40 34 24 40 30 PÓRTICO 1 PÓRTICO 2 SUPERIOR INFERIOR ESTRIBOS RESUMEN ACERO FORJADO 2 VIGAS Long. Total (m) Peso+10% (Kg) d8 173.6 75 d10 39.4 27 d12 39.4 38 d16 72.7 126 266 Total 131 B3 B0 B2 B1 2P6d12 (174) 25 25 2P7d12 (65) 2P8d10 (174) 25 25 3P9d12 (65) 25 3P10d12 (60) 25 5x 1eP11d8 c/17 30 71 30 30 X 40 34 24 40 30 PÓRTICO 3 PÓRTICO 4 SUPERIOR INFERIOR ESTRIBOS 19 ARM. PIEL 2X1P12d10 (288) 21 3P13d16 (294) 30 3P14d16 (312) 8 33 23 27P15d8c/10 (129) 30 40 260 Elemento Pos. Diam. No. Long. (cm) Total (cm) (Kg) FORJADO 2 (PÓRTICO 2(2,3.51)) - FORJADO 3 (PÓRTICO 1(2,3.01)) FORJADO 2 (PÓRTICO 4) - FORJADO 3 (PÓRTICO 1(3.6,3.01)) 1 d10 2 288 576 3.55 2 d16 3 294 882 13.92 3 d16 3 312 936 14.77 4 d8 27 129 3483 13.74 50.58 101.16 Total+10%: (x2): d8: 30.24 d10: 7.82 d16: 63.10 TOTAL: 101.16 19 ARM. PIEL 2X1P1d10 (288) 21 3P2d16 (294) 30 3P3d16 (312) 8 33 23 27P4d8c/10 (129) 30 40 260 Elemento Pos. Diam. No. Long. (cm) Total (cm) (Kg) PÓRTICO 1 1 d12 2 196 392 3.48 2 d10 2 150 300 1.85 3 d10 2 196 392 2.42 4 d10 4 65 260 1.60 5 d8 10 112 1120 4.42 15.15 Total+10%: d8: 4.86 d10: 6.46 d12: 3.83 TOTAL: 15.15 30X30 VI:30X40 VI:30X40 PÓRTICO 1 160 2P1d12 (196) 21 21 2P2d10 (150) 2P3d10 (196) 21 21 2P4d10 (65) 21 2P4d10 (65) 21 10x1eP5d8c/17 3 154 3 30 X 30 24 24 30 30 PÓRTICO 1 SUPERIOR INFERIOR ESTRIBOS RESUMEN ACERO FORJADO 3 VIGAS Long. Total (m) Peso+10% (Kg) d8 11.2 5 d10 9.5 6 d12 3.9 4 15 Total P1 P2 P3 P4 240 x 80 x 30 Sup X: 8d12 c/ 11 Sup Y: 9d12 c/ 30 Inf X: 4d12 c/ 30 Inf Y: 9d12 c/ 29 240 x 80 x 30 Sup X: 8d12 c/ 11 Sup Y: 9d12 c/ 30 Inf X: 4d12 c/ 30 Inf Y: 9d12 c/ 30 P3: 4d12 P4: 4d12 P1: 4d12 P2: 4d12 RESUMEN ACERO Cimentación REPLANTEO Long. Total (m) Peso+10% (Kg) d6 12.7 3 d12 110.0 107 110 Total Cuadro de cimentación Referencias Dimensiones (cm) Canto (cm) Armado inf. X Armado inf. Y Armado sup. X Armado sup. Y (P1-P2) 240x80 30 4d12 c/ 30 9d12 c/ 30 8d12 c/ 11 9d12 c/ 30 (P3-P4) 240x80 30 4d12 c/ 30 9d12 c/ 29 8d12 c/ 11 9d12 c/ 30 Cuadro de arranques Referencias Armados Esquinas P1, P2, P3, P4 4d12 (30+22+24) Elemento Pos. Diam. No. Long. (cm) Total (cm) (Kg) (P3-P4) 1 d12 4 259 1036 9.20 2 d12 9 99 891 7.91 3 d12 8 259 2072 18.40 4 d12 9 99 891 7.91 5 d6 3 106 318 0.71 6 d6 3 106 318 0.71 7 d12 4 76 304 2.70 8 d12 4 76 304 2.70 55.26 Total+10%: d6: 1.56 d12: 53.70 TOTAL: 55.26 (P3-P4) 15 4P1d12c/30 (259) 15 8P3d12c/11 (259) 40 160 40 P3 P4 15 9P2d12c/29 (99) 15 9P4d12c/30 (99) 40 40 30 P3 240 80 30 4X1P5d12 (76) 6 23 23 3P6d6 (106) 30 30 P3 30 4X1P7d12 (76) 6 23 23 3P8d6 (106) 30 30 P4 RESUMEN ACERO Cimentación REPLANTEO Long. Total (m) Peso+10% (Kg) d6 12.7 3 d12 110.0 107 110 Total P1=P2 P3=P4 30 30 4d12(140) 4d12(76) 23 23 11d6c/15(107) FORJADO 1 Cimentación RESUMEN ACERO FORJADO 1 PILARES Long. Total (m) Peso+10% (Kg) d6 47.1 11 d12 34.6 34 45 Total P1 P2 P3 P4 Esc. 1:50 TORRE MARGEN IZQUIERDA 1.60 2.50 2.50 0.30 2.40 1.30 7.15 0.80 1.22 0.80 1.62 2.02 1.01 7.15 1.60 2.02 0.40 0.40 0.40 0.40 2.82 2.40 P1 P2 P3 P4 1.60 2.02 0.40 0.40 0.40 0.40 2.82 2.40 2.15 2.10 1.70 Esc. 1:50 TORRE MARGEN DERECHA 1.60 2.02 Esc. 1:50 DIMENSIONES NIVEL +0.00 Esc. 1:50 REFUERZO VIGAS PÓRTICO 3 PÓRTICO 4 Esc. 1:50 REFUERZO PILARES PLANILLA DE FIERROS PLANILLA DE FIERROS Terreno +0.00 +3.02 +5.52 -2.00 Esc. 1:100 DIMENSIONES NIVEL +3.02 Esc. 1:50 REFUERZO VIGAS PLANILLA DE FIERROS PLANILLA DE FIERROS 1.60 1.01 Esc. 1:100 DIMENSIONES NIVEL +5.52 1.60 Esc. 1:100 REFUERZO ZAPATAS P1=P2 P3=P4 30 30 4d12(250) 4d12(76) 23 23 18d6c/15(107) FORJADO 1 Cimentación RESUMEN ACERO FORJADO 1 PILARES Long. Total (m) Peso+10% (Kg) d6 77.0 19 d12 52.2 51 70 Total Esc. 1:50 CUADRO DE COLUMNAS PLANILLA DE FIERROS PLANILLA DE FIERROS PLANILLA DE FIERROS Esc. 1:50 DIMENSIONES NIVEL +0.42 Esc. 1:50 REFUERZO VIGAS PLANILLA DE FIERROS PLANILLA DE FIERROS PLANILLA DE FIERROS Esc. 1:50 REFUERZO PILARES Esc. 1:40 REFUERZO ZAPATAS PLANILLA DE FIERROS PLANILLA DE FIERROS 1.60 1.01 Esc. 1:50 REFUERZO VIGAS PLANILLA DE FIERROS PLANILLA DE FIERROS Esc. 1:100 DIMENSIONES NIVEL +2.92 PLANILLA DE FIERROS Esc. 1:100 DIMENSIONES NIVEL +5.42 PLANILLA DE FIERROS PLANILLA DE FIERROS Esc. 1:50 CUADRO DE COLUMNAS PLANILLA DE FIERROS Esc. 1:100 REFUERZO ZAPATAS PLANILLA DE FIERROS Elemento Pos. Diam. No. Long. (cm) Total (cm) (Kg) REPLANTEO 1 d8 12 150 1800 7.10 2 d6 12 75 900 2.00 3 d6 12 95 1140 2.53 4 d8 9 200 1800 7.10 5 d6 18 85 1530 3.40 24.34 Total+10%: d6: 8.72 d8: 15.62 TOTAL: 24.34 P1 P2 P3 P4 L1 h=12 PÓRTICO 1 PÓRTICO 2 PÓRTICO 3 PÓRTICO 4 6 P2d6c/15(75) R.S. 6 P3d6c/15(95) R.S. 6 P5d6c/15(85) R.S. 6 P5d6c/15(85) R.S. RESUMEN ACERO FORJADO 1 REPLANTEO Long. Total (m) Peso+10% (Kg) d6 35.7 9 d8 36.0 16 25 Total P1 P2 P3 P4 L1 h=12 PÓRTICO 1 PÓRTICO 2 PÓRTICO 3 PÓRTICO 4 P1d8c/15(150) R.I. P4d8c/15(200) R.I. Esc. 1:50 REFUERZO LOSA PLANILLA DE FIERROS PLANILLA DE FIERROS Elemento Pos. Diam. No. Long. (cm) Total (cm) (Kg) REPLANTEO 1 d8 12 150 1800 7.10 2 d6 12 75 900 2.00 3 d6 12 95 1140 2.53 4 d8 9 200 1800 7.10 5 d6 18 85 1530 3.40 24.34 Total+10%: d6: 8.72 d8: 15.62 TOTAL: 24.34 P1 P2 P3 P4 L1 h=12 PÓRTICO 1 PÓRTICO 2 PÓRTICO 3 PÓRTICO 4 6 P2d6c/15(75) R.S. 6 P3d6c/15(95) R.S. 6 P5d6c/15(85) R.S. 6 P5d6c/15(85) R.S. RESUMEN ACERO FORJADO 1 REPLANTEO Long. Total (m) Peso+10% (Kg) d6 35.7 9 d8 36.0 16 25 Total P1 P2 P3 P4 L1 h=12 PÓRTICO 1 PÓRTICO 2 PÓRTICO 3 PÓRTICO 4 P1d8c/15(150) R.I. P4d8c/15(200) R.I. Esc. 1:50 REFUERZO LOSA PLANILLA DE FIERROS PLANILLA DE FIERROS 42,2 16 12,7 16 12,7 35 118 70 101,6 16 35 70 118 100 338 16 67,6 1.60 2.02 DETALLES DE ANCLAJE CABLE CONTRAFLECHA PERNO P/ANCLAJE TUBO DE AMARRE DETALLES DE PLACAS A1 - 841 X 594 VERTICAL 1:100 HONORABLE ALCALDIA MUNICIPAL DE EL PUENTE 2DA SECC. PROV. MENDEZ REPUBLICA DE BOLIVIA PLANO Nº 2/5 HORIZONTAL VERTICAL 1:200 1:100 0 2.5 5.0 0 5.0 10.0 ESCALA: HORIZONTAL 1:100 ESCALA GRAFICA: EJECUTO: LISTA DE MODIFICACIONES PLANOS: DESCRIPCION REVISO FECHA APROBO REV.Nº PROYECTO: \W7.79008; DETALLE DE OBRAS A1 - 841 X 594 VERTICAL 1:100 HONORABLE ALCALDIA MUNICIPAL DE EL PUENTE 2DA SECC. PROV. MENDEZ REPUBLICA DE BOLIVIA PLANO Nº 3/5 HORIZONTAL VERTICAL 1:200 1:100 0 2.5 5.0 0 5.0 10.0 ESCALA: HORIZONTAL 1:100 ESCALA GRAFICA: EJECUTO: LISTA DE MODIFICACIONES PLANOS: DESCRIPCION REVISO FECHA APROBO REV.Nº PROYECTO: \W8.04657; TORRE AL LADO ISQUIERDO A1 - 841 X 594 VERTICAL 1:100 HONORABLE ALCALDIA MUNICIPAL DE EL PUENTE 2DA SECC. PROV. MENDEZ REPUBLICA DE BOLIVIA PLANO Nº 4/5 HORIZONTAL VERTICAL 1:200 1:100 0 2.5 5.0 0 5.0 10.0 ESCALA: HORIZONTAL 1:100 ESCALA GRAFICA: EJECUTO: LISTA DE MODIFICACIONES PLANOS: DESCRIPCION REVISO FECHA APROBO REV.Nº PROYECTO: \W8.41340; TORRE AL LADO DERECHO A1 - 841 X 594 VERTICAL 1:100 HONORABLE ALCALDIA MUNICIPAL DE EL PUENTE 2DA SECC. PROV. MENDEZ REPUBLICA DE BOLIVIA PLANO Nº 5/5 HORIZONTAL VERTICAL 1:200 1:100 0 2.5 5.0 0 5.0 10.0 ESCALA: HORIZONTAL 1:100 ESCALA GRAFICA: EJECUTO: LISTA DE MODIFICACIONES PLANOS: DESCRIPCION REVISO FECHA APROBO REV.Nº PROYECTO: \W8.38493; DETALLE DE BLOQUES DE ANCLAJE 5 5 5 5 5 5 5 5 1.50 1.60 2.50 2.50 0.30 2.40 1.30 7.15 0.80 1.22 0.80 1.62 2.02 1.01 7.15 2.15 2.10 1.70 +3.02 +5.52 -1.12 5 5 5 5 1.50 -1.12 -1.02 VIGA N°1 VIGA N°5 VIGA N°2 VIGA N°3 VIGA N°4 5 5 0+000 0+005 0+010 0+015 0+020 0+025 0+030 0+035 0+040 0+045 0+050 0+055 2702 2703 2704 2705 2706 2707 2708 2709 2710 2711 2702 2703 2704 2705 2706 2707 2708 2709 2710 2711 2712 2713 2712 2713 NAME (100 AÑOS) +2705.48 " CABLE PRINCIPAL L= 46.57m. Ø 1 " 4 1 CABLE P/PASAMANOS Ø 2714 2715 2714 2715 2710 2709 2708 2708 2707 2707 2706 2706 2705 2705 2704 2704 2703 2703 Esc. 1:100 VISTA EN PLANTA +2709.82 +2671.28 +2708.90 +2707.12 +2707.15 +2707.55 2710 2709 2708 2708 2707 2707 2706 2706 2705 2705 2704 2704 2703 2703 5 DETALLE A Esc 1:5 SUSPENSORES Esc 1:5 PENDOLONES Esc 1:5 PLATAFORMA: MADERAS DE 2"x8"x3.00ml Esc 1:20 DETALLE DE UNION DE PLACAS Y PERFILES Esc 1:4 DETALLE B UNION DE TABLONES Esc 1:4 DETALLE C PERNOS PARA AMARRE DE PENDOLONES VISTA FRONTAL Esc 1:4 DETALLE DE PLATAFORMA - BARANDADO - CABLES DE AMARRE DETALLE DE LA MALLA PROTECCION Esc 1:25 DETALLE DE AMARRE CABLE CONTRAVIENTO Esc 1:4 5 5 5 CABLE GUIA L = 29.72m. Ø 3/4 " 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 SECCION TRANSVERSAL Esc 1:10 CABLE CONTRAVIENTO L=37.20M DE Ø 5/8 " CABLE AMARRE CONTRAVIENTO Ø 3/8 " Bloque de anclaje DADOS DE CONTRAVIENTO doblado 1.20 m. longitud del cable " 8 3 PENDOLONES Ø Cables principales Bloque de anclaje Cable contraviento ( tensores ) Fiadores Bloque de anclaje TABLONES 200x50x2400 PERFILES 50,8x50,8x6,4 VOLANDA DE SEGURIDAD TUERCA d 6,4 PERNO d 6,4 VER DETALLE "B" Malla de Protección Cable pasamanos Pendolón Tablones de madera cable de contraflecha 1.40 5 5 5 5 5 5 70 DD EL=2707.719 BM2 N 7647129.01 E 286390.85 N 7647130.24 E 286399.45 70 DD EL=2707.719 70 DD EL=2707.719 70 DD EL=2707.719 Z 2702.95 BM1 Z 2707.12 BM2 N 7647129.01 E 286390.85 N 7647130.24 E 286399.45 Z 2702.95 ESTUDIO A DISEÑO FINAL PUENTE PASARELA "PARROQUIA" ESTUDIO A DISEÑO FINAL PUENTE PASARELA "PARROQUIA" ESTUDIO A DISEÑO FINAL PUENTE PASARELA "PARROQUIA" ESTUDIO A DISEÑO FINAL PUENTE PASARELA "PARROQUIA" 5 15.00

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	access, autocad, bridge, concrete, Design, DETAIL, details, DWG, full, topography