Structural Analysis DWG Block for AutoCAD

Structural Analysis DWG Block for AutoCAD

Structural Analysis 1 Stepped Ing Chura

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

workshops, consulting room, ex m., box, Deposit, consulting room, workshops, Deposit, workshops, sum, doctor’s room, nurses room, first floor, second floor floor, third floor floor, Deposit, control, of distribution ex first level scale:, of distribution ex second level scale:, of distribution ex third level scale:, distribution plan, national university jorge basadre grohmann, members:, draft:, school of civil engineering, lamina nro:, fenced place, district, maynas province, region loreto, date:, scale:, Location:, teacher:, indicated, flat:, October, of a, faculty of engineering architecture geology., ing. edgar chura arocutipa, anthony jean layme towers gian pierre albarracin tito, ex m., consulting room, ex m., consulting room, ex m., male topic, ex m., ladies top, ex m., wait, ex m., pharmacy, ex m., ex m., ex m., consulting room, ex m., consulting room, ex m., consulting room, ex m., consulting room, ex m., consulting room, ex m., topic, ex m., ex m., ex m., ex m., ex m., typical plant, scale, typical elevation, scale, tax area, sample, scale, solid earthenware, scale, scale, scale, solid earthenware, scale, solid earthenware, scale, scale, scale, scale, third floor, scale, scale, floor tile, scale, secondary beam floor, scale, lightened plane, scale, vp, sample vs, scale, third floor, scale, third floor, scale, third floor, scale, main floor beam, scale, secondary beam floor, scale, secondary beam floor, scale, third floor main beam, scale, main floor beam, third floor main beam, scale, main floor beam, scale, secondary beam floor, scale, main floor beam, scale, lightened plane, scale, lightened plane, scale, scale, third floor, rto, rto, rto, vch, rto, vch, rto, rto, rto, rto, of ex-scale:, of ex-scale:, of ex-scale:, floor blkex ex lightened x scale: scale and:, turn, living floor blkex ex x scale: scale y:, box, Deposit, consulting room, workshops, sum, doctor’s room, nurses room, first floor, second floor floor, third floor floor, Deposit, control, of distribution ex first level scale:, of distribution ex second level scale:, of distribution ex third level scale:, distribution plan, national university jorge basadre grohmann, members:, draft:, school of civil engineering, lamina nro:, fenced place, district, maynas province, region loreto, date:, scale:, Location:, teacher:, indicated, flat:, October, of a, faculty of engineering architecture geology., ing. edgar chura arocutipa, anthony jean layme towers gian pierre albarracin tito, ex m., consulting room, ex m., consulting room, ex m., male topic, ex m., ladies top, ex m., wait, ex m., pharmacy, ex m., ex m., ex m., consulting room, ex m., consulting room, ex m., consulting room, ex m., topic, ex m., ex m., ex m., ex m., ex m., typical plant, scale, typical elevation, scale, tax area, sample, scale, solid earthenware, scale, scale, scale, solid earthenware, scale, solid earthenware, scale, scale, scale, scale, third floor, scale, scale, floor tile, scale, secondary beam floor, scale, lightened plane, scale, vp, sample vs, scale, third floor, scale, third floor, scale, third floor, scale, main beam pi

Raw text data extracted from CAD file:

TALLERES CONSULTORIO CONSULTORIO 2 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. 0,25 6,0 5,0 6,0 6,0 5,0 6,0 6,0 5,0 6,0 6 5 6 7 7 7 7,0 7,0 7,0 6,0 5,0 6,0 7,0 7,0 7,0 6 5 6 7 7 7 1 0,25 1 1 1 6,0 5,0 6,0 7,0 7,0 7,0 7,0 7,0 7,0 3,0 3,0 3,0 6,0 5,0 6,0 7,0 7,0 7,0 1 1 0,25 1 1 1 1 1 1 0,25 1 0,2 0,2 0,25 6 5 6 7 7 7 1 \A1;0.20 \A1;0.30 \A1;0.50 \A1;0.50 \A1;0.15 \A1;0.15 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.15 \A1;0.20 \A1;0.30 \A1;0.50 \A1;0.15 \A1;0.25 \A1;0.35 \A1;0.65 \A1;0.75 \A1;0.40 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.20 \A1;0.10 \A1;0.15 \A1;0.30 \A1;0.60 \A1;0.35 \A1;0.70 \A1;0.35 \A1;0.35 0,25 6,0 5,0 6,0 6,0 5,0 6,0 6,0 5,0 6,0 6 5 6 7 7 7 7,0 7,0 7,0 6,0 5,0 6,0 7,0 7,0 7,0 6 5 6 7 7 7 1 0,25 1 1 1 6,0 5,0 6,0 7,0 7,0 7,0 7,0 7,0 7,0 3,0 3,0 3,0 6,0 5,0 6,0 7,0 7,0 7,0 1 1 0,25 1 1 1 1 1 1 0,25 1 0,2 0,2 0,25 6 5 6 7 7 7 1 \A1;0.20 \A1;0.30 \A1;0.50 \A1;0.50 \A1;0.15 \A1;0.15 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.15 \A1;0.20 \A1;0.30 \A1;0.50 \A1;0.15 \A1;0.25 \A1;0.35 \A1;0.65 \A1;0.75 \A1;0.40 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.20 \A1;0.10 \A1;0.15 \A1;0.30 \A1;0.60 \A1;0.35 \A1;0.70 \A1;0.35 \A1;0.35 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 3 4 D D C C B B A A CAJA DEPOSITO CONSULTORIO 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 TALLERES DEPOSITO TALLERES TALLERES SUM SALA DE DOCTORES SALA DE ENFERMERAS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 PRIMER PISO SEGUNDO PISO PISO TERCER PISO PISO DEPOSITO DEPOSITO CONTROL 1 2 3 4 1 2 3 4 D D C C B B A A 1 2 3 4 1 2 3 4 D D C C B B A A 1 2 3 4 1 \LPLANO DE DISTRIBUCION \fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l PRIMER NIVEL ESCALA: 1/100 \LPLANO DE DISTRIBUCION \fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l SEGUNDO NIVEL ESCALA: 1/100 \LPLANO DE DISTRIBUCION \fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l TERCER NIVEL ESCALA: 1/100 N° 01 AR-01 PLANO DE DISTRIBUCION UNIVERSIDAD NACIONAL JORGE BASADRE GROHMANN INTEGRANTES: PROYECTO: ESCUELA DE INGENIERIA CIVIL LAMINA Nro: LUGAR : Cercado DISTRITO : Iquitos PROVINCIA : Maynas REGION : Loreto FECHA: ESCALA: UBICACION: DOCENTE: Indicada PLANO: OCTUBRE - 2012 "DISEÑO DE UNA POSTA" FACULTAD DE INGENIERIA CIVIL, ARQUITECTURA Y GEOLOGIA. Ing. Edgar Chura Arocutipa Anthony Jean Layme Torres 2009-34524Luighi Gian Pierre Albarracin Tito 2009-34493 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. CONSULTORIO 2 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. CONSULTORIO 3 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. TOPICO VARONES \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. TOPICO DAMAS \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. ESPERA \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. FARMACIA \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. SS-HH \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. SS-HH \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. CONSULTORIO 4 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. CONSULTORIO 5 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. CONSULTORIO 6 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +6.15 m. CONSULTORIO 2 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +6.15 m. CONSULTORIO 3 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +6.15 m. TOPICO \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. SS-HH \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. SS-HH \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. SS-HH \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +6.15 m. SS-HH \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +6.15 m. 5 5 5 5 5 5 PLANTA TIPICA ESCALA 1/250 1 2 3 4 A B C D A B C D 5 5 5 5 5 5 ELEVACION TIPICA ESCALA 1/250 5 5 5 5 5 5 1 2 3 4 A B C D 5 Area Tributaria Area Tributaria 5 Muestra 5 5 5 M U E S T R A ESCALA 1/25 1 LOZA MACIZA ESCALA 1/250 5 5 5 1 2 3 4 5 M U E S T R A ESCALA 1/25 1m 0,20m C M C V 5 M U E S T R A ESCALA 1/25 1m 0,20m C M C V C M C V LOZA MACIZA ESCALA 1/200 5 5 5 1 2 3 4 C M = 580kg/m C V = 100kg/m LOZA MACIZA ESCALA 1/200 5 5 M U E S T R A ESCALA 1/25 1 C V C M 0,25m 5 M U E S T R A ESCALA 1/25 1m C V C M 5 M U E S T R A ESCALA 1/25 1m 0,20m C M 5 LOSA TERCER PISO ESCALA 1/25 1m 0,20m C M C V 0,25m 5 M U E S T R A ESCALA 1/25 1m C M 0,25m 5 1m C M C V LOSA 1r y 2d PISO ESCALA 1/25 5 5 5 1 2 3 4 C M = 1812 kg/m C V = 230 kg/m VIGA SECUNDARIA 3° PISO ESCALA 1/250 5 5 5 5 5 5 1 2 3 4 A B C D PLANO ALIGERADO ESCALA 1/200 VP 35x70cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm Muestra VP Muestra VS 2.825m 2.325m 1m 1m VP 35x70cm 2.825m 2.325m 1m 0,35m 2,575m 2,575m 1m 5 ESCALA 1/25 1m 0,20m C M C V LOSA TERCER PISO 5 ESCALA 1/25 1m 0,20m C M C V LOSA TERCER PISO ESCALA 1/25 LOSA TERCER PISO C V C M C V 0,35m 2,575m 2,575m 1m ESCALA 1/25 VIGA PRINCIPAL 1° y 2° PISO C M 5 C V VS 30x60cm 1m 1m 1m 5 0,3m 1m 1m 1m 0,20m 0,3m 1m 1m 1m ESCALA 1/50 VIGA SECUNDARIA 3° PISO C M C V 0,25m 0,3m 1m 1m 1m ESCALA 1/50 VIGA SECUNDARIA 1° Y 2° PISO C M C V 0,35m 2,575m 2,575m 1m ESCALA 1/50 VIGA PRINCIPAL TERCER PISO C M C V 0,35m 2,575m 2,575m 1m ESCALA 1/50 VIGA PRINCIPAL 1° y 2° PISO C M 5 5 C V VIGA PRINCIPAL TERCER PISO ESCALA 1/50 1m 2,575m 2,575m 0,35m 0,2 5 5 5 1 2 3 4 C M = 5053 kg/m C V = 1650 kg/m VIGA PRINCIPAL 3° PISO ESCALA 1/250 5 5 5 1 2 3 4 C M = 2111 kg/m C V = 690 kg/m VIGA SECUNDARIA 1 Y 2° PISO ESCALA 1/250 5 5 5 1 2 3 4 C M = 5053 kg/m C V = 1650 kg/m VIGA PRINCIPAL 1 Y2° PISO ESCALA 1/250 5 5 5 5 5 5 1 2 3 4 A B C D PLANO ALIGERADO ESCALA 1/200 VP 35x70cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm 1m 5,5 7,0 C-1 C-1 C-2 C-2 C-1 C-1 C-2 C-2 C-2 C-2 C-3 C-2 C-1 C-1 C-2 C-2 3,35 2,325 2,825 3,35 5 5 5 5 5 5 1 2 3 4 A B C D PLANO ALIGERADO ESCALA 1/200 VP 35x70cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm C-1 C-1 C-2 C-2 C-1 C-1 C-2 C-2 C-3 C-2 C-3 C-3 C-4 C-4 5 ESCALA 1/20 1m 0,20m C M C V LOSA TERCER PISO 6 Ø 5/8" 5 5 5 5 5 5 5 VT - 2 (65 x 50) Rto @ 0.25 c/e 12 @ 0.10 1 @ 0.05 2 Ø 3/8" 6 Ø 5/8" 10 Ø 5/8" 5 5 5 5 VL - 1 (50 x 40) Rto @ 0.25 c/e 10 @ 0.10 1 @ 0.05 2 Ø 3/8" 6 Ø 1/2" 5 5 5 5 5 5 VT - 3 (75 x 50) Rto @ 0.25 c/e 12 @ 0.10 1 @ 0.05 2 Ø 3/8" 4 Ø 1/2" 5 5 5 5 4 Ø 1/2" VCH - 1 (40 x 20) Rto @ 0.25 c/e 5 @ 0.10 1 @ 0.05 1 Ø 3/8" 4 Ø 1/2" 5 5 VCH - 2 (30 x 20) Rto @ 0.25 c/e 5 @ 0.10 1 @ 0.05 1 Ø 3/8" 4 Ø 1/2" 5 5 VS - 1 (15 x 40) Rto @ 0.25 c/e 5 @ 0.10 1 @ 0.05 1 Ø 3/8" 4 Ø 3/8" 5 5 Vb - 1 (15 x 20) Rto @ 0.25 c/e 6 @ 0.10 1 @ 0.05 1 Ø 1/4" 5 5 2 Ø 3/8" Va - 1 (15 x 10) Rto @ 0.25 c/e 1 @ 0.05 1 Ø 1/4" \LSECCIONES DE VIGAS\fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l ESCALA: 1/25 VP (35 x 70) VS (30 x 60) \LSECCIONES DE VIGAS\fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l ESCALA: 1/25 5 5 5 5 C-1 (35 x 35) \LSECCION DE COLUMNA\fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l ESCALA: 1/25 5 5 6,0 5,0 6,0 7,0 7,0 7,0 6,0 5,0 6,0 7,0 7,0 7,0 6,0 5,0 6,0 7,0 7,0 7,0 6,0 5,0 6,0 7,0 7,0 7,0 7,0 5,5 2,334 2,575 2,925 0,866 6,0 5,0 6,0 7,0 7,0 7,0 2,575 2,925 0,866 6 5 6 7 7 7 2,825 2,825 3,325 3,325 2,825 3,325 3,325 2,825 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 3,325 3,325 2,575 2,925 0,866 2,825 2,825 3,325 2,825 3,325 2,825 5,5 2,334 2,575 2,925 0,866 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 -6228.400593656247 -6228.400593656247 -6228.400593656247 1 2 3 4 \LLOSA 2º PISO \fArial|b0|i0|c0|p34;(CARGA MUERTA)\fSwis721 BlkEx BT|b0|i0|c0|p34; \fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l ALIGERADA ESCALA X: 1/150 ESCALA Y: 1/7500 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 \W6.72493; GIRO 2 (-)\H0.99999x; 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 X1 6,00 5,00 6,00 6,00 5,00 6,00 -6140.636200596555 -6140.636200596555 -6140.636200596555 1 2 3 4 \LLOSA 2º PISO \fArial|b0|i0|c0|p34;(CARGA VIVA 1)\fSwis721 BlkEx BT|b0|i0|c0|p34; \fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l \H0.99999x;ALIGERADA ESCALA X: 1/150 ESCALA Y: 1/15000 CM=300 kg/m CM=300 kg/m 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 6,00 5,00 6,00 4.73\H0.69353x;Tn-m\H1.4418x; 3.52 \H0.69353x;Tn-m\H1.4418x; 0.35 \H0.69353x;Tn-m\H1.4418x; 6.82\H0.69353x;Tn-m\H1.4418x; 3.40\H0.69353x;Tn-m\H1.4418x; 1.88 \H0.69353x;Tn-m\H1.4418x; 12.99 \H0.69353x;Tn-m\H1.4418x; 13.67 \H0.69353x;Tn-m\H1.4418x; (-)\H0.99999x; (+)\H0.99999x; 5.245 Tn-m \W7.29176; 2.162 Tn-m \W7.29176; 1.523 Tn-m \W7.14890; 0.06 Tn-m \W6.33936; 2.61 Tn-m \W6.33936; 0.00 Tn-m \W6.33936; 2.548 Tn-m \W7.29176; 2.103 Tn-m \W7.29176; 2.10 Tn-m \W6.33936; 20.2 Tn-m \W6.33936; 15.177 Tn-m \W8.10131; 5.024 Tn-m \W7.29176; 4.637 Tn-m \W7.29176; 29.26 Tn-m \W7.29176; 16.9 Tn-m \W6.19650; 4.637 Tn-m \W7.29176; 7.67 Tn-m \W6.33936; 15.83 Tn-m \W7.14890; 31.57 Tn-m \W7.29176; 8.06 Tn-m \W6.33936; 8.19 Tn-m \W6.33936; 18.28 Tn-m \W7.14890; 15.71 Tn-m \W7.14890; 2.57 Tn-m \W6.33936; 2.42 Tn-m \W6.33936; 25.55 Tn-m \W7.29176; 17.23 Tn-m \W7.14890; 5.56 Tn-m \W6.33936; 5,35 Tn-m \W6.33936; 15.43 Tn-m \W7.14890; 27.17 Tn-m \W7.29176; 6.39 Tn-m \W6.29174; 7.36 Tn-m \W6.33936; 7.97 Tn-m \W6.33936; 7.37 Tn-m \W6.33936; 10.11 Tn-m \W7.14890; 9.94 Tn-m \W6.33936; 9.48 Tn-m \W6.33936; 8.91 Tn-m \W6.33936; 7,00 7,00 7,00 3,00 3,00 3,00 ,900 6 5 6 7 7 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 2 3 4 A B C D CAJA DEPOSITO CONSULTORIO 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 TALLERES TALLERES TALLERES SUM SALA DE DOCTORES SALA DE ENFERMERAS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 PRIMER PISO SEGUNDO PISO PISO TERCER PISO PISO DEPOSITO CONTROL 1 2 3 4 1 2 3 4 D 1 2 3 4 1 2 3 4 1 2 3 4 1 \LPLANO DE DISTRIBUCION \fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l PRIMER NIVEL ESCALA: 1/100 \LPLANO DE DISTRIBUCION \fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l SEGUNDO NIVEL ESCALA: 1/100 \LPLANO DE DISTRIBUCION \fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l TERCER NIVEL ESCALA: 1/100 N° 01 AR-01 PLANO DE DISTRIBUCION UNIVERSIDAD NACIONAL JORGE BASADRE GROHMANN INTEGRANTES: PROYECTO: ESCUELA DE INGENIERIA CIVIL LAMINA Nro: LUGAR : Cercado DISTRITO : Iquitos PROVINCIA : Maynas REGION : Loreto FECHA: ESCALA: UBICACION: DOCENTE: Indicada PLANO: OCTUBRE - 2012 "DISEÑO DE UNA POSTA" FACULTAD DE INGENIERIA CIVIL, ARQUITECTURA Y GEOLOGIA. Ing. Edgar Chura Arocutipa Anthony Jean Layme Torres 2009-34524Luighi Gian Pierre Albarracin Tito 2009-34493 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. CONSULTORIO 2 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. CONSULTORIO 3 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. TOPICO VARONES \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. TOPICO DAMAS \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. ESPERA \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. FARMACIA \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. SS-HH \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. SS-HH \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +0.15 m. CONSULTORIO 4 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. CONSULTORIO 5 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. CONSULTORIO 6 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +6.15 m. \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +6.15 m. \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +6.15 m. TOPICO \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. SS-HH \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. SS-HH \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. SS-HH \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +6.15 m. SS-HH \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +6.15 m. 5 5 5 5 5 5 PLANTA TIPICA ESCALA 1/250 1 2 3 4 A B C D A B C D 5 5 5 5 5 5 ELEVACION TIPICA ESCALA 1/250 5 5 5 5 5 5 1 2 3 4 A B C D 5 Area Tributaria Area Tributaria 5 Muestra 5 5 5 M U E S T R A ESCALA 1/25 1 LOZA MACIZA ESCALA 1/250 5 5 5 1 2 3 4 5 M U E S T R A ESCALA 1/25 1m 0,20m C M C V 5 M U E S T R A ESCALA 1/25 1m 0,20m C M C V C M C V LOZA MACIZA ESCALA 1/200 5 5 5 1 2 3 4 C M = 580kg/m C V = 100kg/m LOZA MACIZA ESCALA 1/200 5 5 M U E S T R A ESCALA 1/25 1 C V C M 0,25m 5 M U E S T R A ESCALA 1/25 1m C V C M 5 M U E S T R A ESCALA 1/25 1m 0,20m C M 5 LOSA TERCER PISO ESCALA 1/25 1m 0,20m C M C V 0,25m 5 M U E S T R A ESCALA 1/20 1m C M 0,25m 5 1m C M C V LOSA 1r y 2d PISO ESCALA 1/20 5 5 5 1 2 3 4 C M = 1812 kg/m C V = 230 kg/m VIGA SECUNDARIA 3° PISO ESCALA 1/250 5 5 5 5 5 5 1 2 3 4 A B C D PLANO ALIGERADO ESCALA 1/200 VP 35x70cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm Muestra VP Muestra VS 2.825m 2.325m 1m 1m VP 35x70cm 2.825m 2.325m 1m 0,35m 2,575m 2,575m 1m 5 ESCALA 1/25 1m 0,20m C M C V LOSA TERCER PISO 5 ESCALA 1/20 1m 0,20m C M C V LOSA TERCER PISO ESCALA 1/25 LOSA TERCER PISO C V C M C V 0,35m 2,575m 2,575m 1m ESCALA 1/20 VIGA PRINCIPAL 1° y 2° PISO C M 5 C V VS 30x60cm 1m 1m 1m 5 0,3m 1m 1m 1m 0,20m 0,3m 1m 1m 1m ESCALA 1/20 VIGA SECUNDARIA 3° PISO C M C V 0,25m 0,3m 1m 1m 1m ESCALA 1/20 VIGA SECUNDARIA 1° Y 2° PISO C M C V 0,35m 2,575m 2,575m 1m ESCALA 1/20 VIGA PRINCIPAL TERCER PISO C M C V 0,35m 2,575m 2,575m 1m ESCALA 1/20 VIGA PRINCIPAL 1° y 2° PISO C M 5 5 C V VIGA PRINCIPAL TERCER PISO ESCALA 1/20 1m 2,575m 2,575m 0,35m 0,2 5 5 5 1 2 3 4 C M =3720 kg/m C V = 550 kg/m VIGA PRINCIPAL 3° PISO ESCALA 1/250 5 5 5 1 2 3 4 C M = 2481.5 kg/m C V = 690 kg/m VIGA SECUNDARIA 1 Y 2° PISO ESCALA 1/250 5 5 5 1 2 3 4 C M = 4916.5 kg/m C V = 1650 kg/m VIGA PRINCIPAL 1 Y2° PISO ESCALA 1/250 5 5 5 5 5 5 1 2 3 4 A B C D PLANO ALIGERADO ESCALA 1/200 VP 35x70cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm 1m 5,5 7,0 C-1 C-1 C-2 C-2 C-1 C-1 C-2 C-2 C-4 C-4 C-3 C-2 C-4 C-4 C-3 C-3 3,35 2,325 2,825 3,35 5 5 5 5 5 5 1 2 3 4 A B C D PLANO ALIGERADO ESCALA 1/200 VP 35x70cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm C-1 C-1 C-2 C-2 C-1 C-1 C-2 C-2 C-3 C-2 C-3 C-3 C-4 C-4 5 ESCALA 1/20 1m 0,20m C M C V LOSA TERCER PISO 6 Ø 5/8" 5 5 5 5 5 5 5 VT - 2 (65 x 50) Rto @ 0.25 c/e 12 @ 0.10 1 @ 0.05 2 Ø 3/8" 6 Ø 5/8" 10 Ø 5/8" 5 5 5 5 VL - 1 (50 x 40) Rto @ 0.25 c/e 10 @ 0.10 1 @ 0.05 2 Ø 3/8" 6 Ø 1/2" 5 5 5 5 5 5 VT - 3 (75 x 50) Rto @ 0.25 c/e 12 @ 0.10 1 @ 0.05 2 Ø 3/8" 4 Ø 1/2" 5 5 5 5 4 Ø 1/2" VCH - 1 (40 x 20) Rto @ 0.25 c/e 5 @ 0.10 1 @ 0.05 1 Ø 3/8" 4 Ø 1/2" 5 5 VCH - 2 (30 x 20) Rto @ 0.25 c/e 5 @ 0.10 1 @ 0.05 1 Ø 3/8" 4 Ø 1/2" 5 5 VS - 1 (15 x 40) Rto @ 0.25 c/e 5 @ 0.10 1 @ 0.05 1 Ø 3/8" 4 Ø 3/8" 5 5 Vb - 1 (15 x 20) Rto @ 0.25 c/e 6 @ 0.10 1 @ 0.05 1 Ø 1/4" 5 5 2 Ø 3/8" Va - 1 (15 x 10) Rto @ 0.25 c/e 1 @ 0.05 1 Ø 1/4" \LSECCIONES DE VIGAS\fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l ESCALA: 1/25 VP (35 x 70) VS (30 x 60) \LSECCIONES DE VIGAS\fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l ESCALA: 1/25 5 5 5 5 C-1 (35 x 35) \LSECCION DE COLUMNA\fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l ESCALA: 1/25 5 5 N° 01 D-01 PLANO DE ALIGERADOS UNIVERSIDAD NACIONAL JORGE BASADRE GROHMANN INTEGRANTES: PROYECTO: ESCUELA DE INGENIERIA CIVIL LAMINA Nro: LUGAR : Cercado DISTRITO : Iquitos PROVINCIA : Maynas REGION : Loreto FECHA: ESCALA: UBICACION: DOCENTE: Indicada PLANO: OCTUBRE - 2012 "DISEÑO DE UNA POSTA" FACULTAD DE INGENIERIA CIVIL, ARQUITECTURA Y GEOLOGIA. Ing. Edgar Chura Arocutipa Anthony Jean Layme Torres 2009-34524Luighi Gian Pierre Albarracin Tito 2009-34493 A B C D A B C D A B C D A B C D A B C D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 TALLERES TALLERES 2 3 4 1 2 3 4 1 \LPLANO DE DISTRIBUCION \fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l TERCER NIVEL ESCALA: 1/100 CONSULTORIO 2 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +6.15 m. CONSULTORIO 3 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +6.15 m. A B C D A B C D 5 5 5 5 5 5 5 5 7 \LCOLUMNA \fArial|b0|i0|c0|p34;(\fSwis721 BlkEx BT|b0|i0|c0|p34;C-1\fArial|b0|i0|c0|p34;) Eje C - Eje 3\fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x; \lTERCER NIVEL ESCALA: 1/50 5 5 3,02 5 5 VP VS 2,55 \LCOLUMNA \fArial|b0|i0|c0|p34;(\fSwis721 BlkEx BT|b0|i0|c0|p34;C-1\fArial|b0|i0|c0|p34;) Eje C - Eje 3\fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x; \lSEGUNDO NIVEL ESCALA: 1/50 35x70cm 30x60cm VP VS 35x70cm 30x60cm SALA DE DOCTORES SALA DE ENFERMERAS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 DEPOSITO 2 3 4 1 2 3 4 1 \LPLANO DE DISTRIBUCION \fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x;\l SEGUNDO NIVEL ESCALA: 1/100 CONSULTORIO 4 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. CONSULTORIO 5 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. CONSULTORIO 6 \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. TOPICO \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. SS-HH \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. SS-HH \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +3.15 m. A B C D A B C D 5 5 5 5 5 5 5 3,02 5 5 2,55 VP VS \LCOLUMNA \fArial|b0|i0|c0|p34;(\fSwis721 BlkEx BT|b0|i0|c0|p34;C-1\fArial|b0|i0|c0|p34;) Eje C - Eje 3\fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x; \lPRIMER NIVEL ESCALA: 1/50 35x70cm 30x60cm 5 5 5 5 5 5 1 2 3 4 A B C D PLANO ALIGERADO ESCALA 1/200 VP 35x70cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VS 30x60cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm VP 35x70cm 1m 5,5 7,0 C-1 C-1 C-2 C-2 C-1 C-1 C-2 C-2 C-4 C-4 C-3 C-3 C-4 C-4 C-3 C-3 3,35 2,325 2,825 3,35 \LCOLUMNA \L(\LC-1\L) Eje C - Eje 3Eje C - Eje 3 3,35 3,35 2,825 VP 35x70cm VS 30x60cm VP 35x70cm VS 30x60cm 2,55 5 \LCOLUMNA \fArial|b0|i0|c0|p34;(\fSwis721 BlkEx BT|b0|i0|c0|p34;C-3\fArial|b0|i0|c0|p34;) Eje A - Eje 1\fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x; \lTERCER NIVEL ESCALA: 1/50 3,02 VP 35x70cm VS 30x60cm 2,55 5 3,02 \LCOLUMNA \L(\LC-2\L) Eje C - Eje 1Eje C - Eje 1 \LCOLUMNA \L(\LC-3\L) Eje A - Eje 1Eje A - Eje 1 \LCOLUMNA \fArial|b0|i0|c0|p34;(\fSwis721 BlkEx BT|b0|i0|c0|p34;C-3\fArial|b0|i0|c0|p34;) Eje A - Eje 1\fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x; \lSEGUNDO NIVEL ESCALA: 1/50 \LCOLUMNA \fArial|b0|i0|c0|p34;(\fSwis721 BlkEx BT|b0|i0|c0|p34;C-3\fArial|b0|i0|c0|p34;) Eje A - Eje 1\fSwis721 Ex BT|b0|i1|c0|p34;\H0.6002x; \lPRIMER NIVEL ESCALA: 1/50 DEPOSITO \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +6.15 m. \fSwis721 Ex BT|b0|i0|c0|p34;NPT. +6.15 m. VP 35x70cm VS 30x60cm 7 7 3,175 3,175 0,25 0,20 3,175 5 5 5 1 C 3 3 1 1 1 3 C C C A A A 3,65 3,65 3,65 35x70cm VS 30x60cm 1 C 7 0,25 3,175 5 5 5 35x70cm VS 30x60cm 1 C TRABAJO ESCALONADO ANALISIS ESTRUCTURAL 1 ----------------------------------------- INTEGRANTES ----------- LAYME TORRES, ANTHONY 09-34524 ALBARRACIN TITO, LUIGHI 09-34493

Language	Spanish
Drawing Type	Block
Category	Calculations
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	analysis, autocad, block, DWG, ing, structural