Structural Calculation DWG Detail for AutoCAD

Structural Calculation DWG Detail for AutoCAD

Several details

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

plant, esc .:, www.com, address: telf:, owner:, prof. responsible customer:, prof. responsible project:, draft:, Location:, stage:, date:, scale:, archive:, flat, designers:, cartoonist:, ing. structures:, inst electrical:, communications:, inst sanitary:, inst Mechanical:, inst c. fires:, security:, emissions, date, firm, All measurements will be verified on site through joint redefinition with architectural supervision. Any doubt existing discrepancy in the planes of should consult the designer. if project changes are required during these, the designer should be consulted., General notes:, observations:, this plane is the intellectual property of the author: arq. Pablo inscribed in the c.i.v. by any natural legal person may make partial use by electronic print without their consent granted by the provisions of art. of the law of professional practice of architecture in accordance with the laws of intellectual property the author., designer:, architecture, description:, v., Wall, truckson mesh, concrete, floor slab, firm ground, pedestal, poor concrete chopped stone base, v., pedestal, foundation detail, without esc, pedestal, poor concrete chopped stone base, v., pedestal, foundation detail, without esc, address, reinforcement, address, reinforcement, prof., esp., pedestal, shoe, kind, descrip, foundation box rs, its T., beam girder detail, unscaled, column detail, its T., slab nervada: cms, paux, slab nervada: cms, est.d, cms, port. ceiling, cms, cms, as sup., as inf, its T., porti section. ceiling, unscaled, cms, cms, cms, port. ceiling, est.d, its T., porti section. ceiling, unscaled, as sup., as inf, est.d, cms, port. ceiling, cms, cms, as sup., as inf, its T., porti section. ceiling, unscaled, est.d, port. ceiling, cms, cms, as sup., as inf, its T., porti section. ceiling, unscaled, cms, cms, cms, cms, port. ceiling, est.d, its T., porti section. ceiling, unscaled, as sup., as inf, est.d, cms, port. ceiling, cms, cms, as sup., as inf, its T., porti section. ceiling, unscaled, concrete, truckson mesh, nerves, ribbed slab detail cm., block, vaes, cut, solid, vaes, unscaled, edge nerve, p.baja, avocado, levels, axes, p.sotan, scale., seismic node, column, solid, its T., unscaled, column detail, its T., unscaled, column detail, lig., unscaled, column detail, lig., unscaled, column detail, est.d, port. mooring type, cms, cms, as sup., as inf, cms, cms, cms, its T., porti section. mooring type, unscaled, cms, slab nervada: cms, est.d, cms, port. assistant, cms, as sup., as inf, cms, its T., porti section. auxiliary roof, unscaled, slab nervada: cms, as sup., as inf, minimal cms, slab nervada: cms, as sup., as inf, minimal cms, slab nervada: cms, as sup., as inf, minimal cms, slab nervada: cms, as sup., as inf, minimal cms, slab nervada: cms, as sup., as inf, minimal cms, slab nervada: cms, as sup., as inf, minimal cms, est.d, port. load between floors, cms, cms, as sup., as inf, cms, its T., porti section. load between floors, unscaled, cms, est.d, po

Raw text data extracted from CAD file:

PLANTA ESC.: 1:100 www.com Dirección: telf: _ Propietario: Prof. responsable cliente: Prof. responsable proyecto: Proyecto: Ubicación: Etapa: Fecha: Escala: Archivo: Plano N° Proyectistas: Dibujante: Ing. Estructuras: Inst. Eléctricas: Comunicaciones: Inst. Sanitarias: Inst. Mecánicas: Inst. C. Incendios: Seguridad: Emisiones Fecha Firma 10 9 8 7 6 5 4 3 2 1 TODAS LAS MEDIDAS SERÁN VERIFICADAS EN OBRA MEDIANTE REPLANTEO CONJUNTO CON LA SUPERVISIÓN DE ARQUITECTURA. CUALQUIER DUDA O DISCREPANCIA EXISTENTE EN LOS PLANOS DE PROYECTO, DEBERÁ CONSULTARSE AL PROYECTISTA. DE REQUERIRSE CAMBIOS DE PROYECTO DURANTE LA OBRA, ESTOS DEBERÁN CONSULTARSE AL PROYECTISTA. Notas generales: Observaciones: ESTE PLANO ES PROPIEDAD INTELECTUAL DEL AUTOR: ARQ. PABLO MANTILLA, INSCRITO EN EL C.I.V. 154.884, POR CONSIGUIENTE, NINGUNA PERSONA NATURAL O JURÍDICA PODRÁ HACER USO DE EL, PARCIAL O TOTAL, POR VÍA IMPRESA O ELECTRÓNICA SIN SU CONSENTIMIENTO OTORGADO POR ESCRITO, DE ACUERDO A LO ESTABLECIDOEN EL ART. 10 DE LA LEY DE EJERCICIO PROFESIONAL DE LA INGENIERÍA, ARQUITECTURA Y AFINES, EN CONCORDANCIA CON LAS LEYES DE PROPIEDAD INTELECTUAL Y EL AUTOR. Proyectista: S/E Arquitectura Descripción: 11,20 4,27 6,00 4,00 5,03 4,84 5,09 1,37 5,00 4,00 3,30 4,00 5,03 1,37 10,65 7,63 7,50 4,87 4,48 2,60 1,48 1,60 ,42 1,48 1,60 3,05 3,05 1,80 1,80 11,20 ,42 2,60 -1140691.45836973 -1140691.45836973 -1140691.45836973 5 6 7 A B B' -1140691.45836973 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 F-1 F-2 C-5 F-2 F-2 F-2 F-2 C-6 C-6 C-6 C-6 C-6 MURO MURO MURO MURO MURO MURO MURO MALLA TRUCKSON DE 0.15X0.15X3mm CONCRETO LOSA DE PISO SUELO FIRME PEDESTAL D C B A BASE DE PIEDRA PICADA O CONCRETO POBRE V.R. PEDESTAL .07 .10 E A x B .20 .20 DETALLE DE FUNDACION SIN / ESC. PEDESTAL D C B A BASE DE PIEDRA PICADA O CONCRETO POBRE V.R. PEDESTAL .07 .10 E A x B .20 .20 DETALLE DE FUNDACION SIN / ESC. 0.40 0.40 0.40 8 d 1/2" x 1.70 0.15 0.15 1.50 0.30 0.40 1.50 F-1 H E D C B A (EN DIRECCION B) REFUERZO (EN DIRECCION A) REFUERZO PROF. ESP. PEDESTAL ZAPATA TIPO DESCRIP CUADRO DE FUNDACIONES ( Rs = 1.50 kg/cm2) F-2 1.75 0.30 1.50 0.15 0.15 9 d 1/2" x 1.95 8 d 1/2" x 1.70 1.75 9 d 1/2" x 1.95 1.50 0.15 0.15 0.15 0.15 .25 .25 .25 0.25 0.30 0.25 0.30 .10 .10 .25 3 d5/8" 3 d5/8" EST. d3/8" @0.20 X1.20 DETALLE DE VIGA DE RIOSTRA 2 d5/8" SIN / ESCALA DETALLE COLUMNA C-6 .25 .25 .25 0.25 0.30 0.25 0.30 .10 .10 .25 2 d5/8" EST. d3/8" @0.15 X1.20 EST. d3/8" @0.15 X 0.92 .10 .18 .18 .18 .18 2d1/2" 2d1/2" 0.25 0.30 0.30 0.25 0.25 0.25 0.30 0.30 0.25 0.25 0.15 0.20 0.25 0.20 6,00 1,37 3,26 1,74 4,00 5,03 1,37 10,65 7,63 4,87 2,60 ,42 1,48 1,60 3,05 4,27 5,00 4,00 3,30 7,50 4,48 1,80 2,60 ,42 1,49 1,60 3,05 1,80 11,20 11,20 2,60 ,42 1,48 1,60 3,05 1,80 2,60 ,42 1,49 1,60 3,05 1,80 6,70 11,20 12,51 2,10 4,27 5,00 4,00 3,30 4,48 6,00 1,37 3,26 1,74 4,00 5,03 1,37 10,65 7,63 6,13 1,62 4,87 5,28 5,12 5,80 3,10 6,06 1,62 2,95 5,28 6,00 4,20 1.80 4.65 4.50 0.75 1.00 0.98 0.54 1.41 1.35 0.73 0.54 1.40 1.51 -1140730.468438239 -1140730.468438239 -1140730.468438239 -1140730.468438239 -1140730.468438239 7 6 4 1 1 d 3/8" x 1.80 .15 -1140730.468438239 -1140730.468438239 1 d 3/8" x 1.52 -1140730.468438239 -1140730.468438239 -1140730.468438239 1 d 3/8" x 1.94 1 d 3/8" x 2.92 -1140730.468438239 .15 -1140730.468438239 -1140730.468438239 1 d 3/8" x 2.08 1 d 3/8" x 5.25 1 d 3/8" x 5.10 1 d 3/8" x 2.40 1 d 3/8" x 1.28 .15 .15 1 d 3/8" x 1.03 LOSA NERVADA: L.T.- 01 (1-7) ( H= 25 cms ) 2.00 0.60 1 \W3.48941; 1 PAUX -1140703.31850501 1 d 3/8" x 1.03 1 d 3/8" x 0.83 .10 .10 -1140703.31850501 .10 1 d 3/8" x 2.75 .10 LOSA NERVADA: L.T.- 03 (1-PAUX) ( H= 25 cms ) D E 5 EST.d 3/8"C/. @ 15 cms 3 Ø 1/2" x 4.60 PORT. TECHO "1"(D-E) _(0.35 x 0.25) .15 1' 1 @ 15 cms .15 .15 .15 .15 @ 20 cms .15 .15 As Sup. As Inf. .15 .15 1 Ø 1/2" x 1.20 1 Ø 1/2" x 1.20 1 Ø 1/2" x 1.20 1 Ø 1/2" x 1.20 2 Ø 1/2" x 4.60 .10 .30 .10 .30 0.35 0.30 0.20 0.25 EST. d3/8" @0.20 .20 SECCION 1-1' PORTI. TECHO "1" (D-E) SIN / ESCALA 3 d1/2" 2 d1/2" .20 1.50 4.00 3.00 0.35 0.30 0.20 0.25 6.00 0.35 0.30 0.20 0.25 4.20 0.35 0.30 0.20 0.25 A' E -1140562.208701137 -1140562.208701137 @ 15 cms @ 15 cms @ 20 cms 3 Ø 1/2" x 6.65 1 Ø 1/2" x 2.00 .15 .15 .15 .15 2' 2 @ 15 cms @ 15 cms D -1140562.208701137 @ 15 cms @ 15 cms @ 10 cms .15 .15 3 Ø 1/2" x 5.90 PORT. TECHO "2"(A-C9) _(0.35 x 0.25) EST.d 3/8"C/. .15 2 Ø 3/4" x 4.40 .15 1 Ø 1/2" x 1.00 .15 3 Ø 1/2" x 3.40 .15 1 Ø 1/2" x 2.00 1 Ø 1/2" x 1.00 .10 .30 .10 .30 -1140562.208701137 -1140562.208701137 -1140562.208701137 -1140562.208701137 EST. d3/8" @0.15 .20 SECCION 2-2' PORTI. TECHO "2" (A-C9) SIN / ESCALA 3 d1/2" 3 d1/2" As Sup. As Inf. .20 D' E -1140550.317294637 EST.d 3/8"C/. @ 15 cms 3 Ø 1/2" x 6.40 PORT. TECHO "7"(D'-E) _(0.35 x 0.25) .15 3' 3 @ 15 cms .15 .15 .15 .15 @ 20 cms .15 .15 As Sup. As Inf. .15 .15 1 Ø 3/4" x 2.00 1 Ø 3/4" x 2.00 3 Ø 3/4" x 6.40 .10 .30 .10 .30 -1140550.317294637 -1140550.317294637 -1140550.317294637 -1140550.317294637 EST. d3/8" @0.15 .20 SECCION 3-3' PORTI. TECHO "7" (D'-E) SIN / ESCALA 3 d1/2" 3 d3/4" 1 Ø 3/4" x 2.00 1 Ø 3/4" x 2.00 5.03 0.35 0.30 0.20 0.25 1.50 B B' -1140665.208303418 EST.d 3/8"C/. 3 Ø 1/2" x6.93 PORT. TECHO "7"(B-B') _(0.35 x 0.25) .15 4' 4 @ 15 cms .15 .15 .15 @ 20 cms .15 .15 As Sup. As Inf. .15 1 Ø 1/2" x 3.00 1 Ø 1/2" x 2.00 .10 .30 .10 .30 -1140665.208303418 -1140665.208303418 -1140665.208303418 -1140665.208303418 EST. d3/8" @0.20 .20 SECCION 4-4' PORTI. TECHO "7" (B-B') SIN / ESCALA 3 d1/2" 3 d1/2" .20 -1140665.208303418 @ 15 cms @ 15 cms 3 Ø 1/2" x6.93 1 Ø 1/2" x 3.00 1 Ø 1/2" x 2.00 0.50 2.00 3.30 0.35 0.30 0.20 0.25 A' C -1140654.954427344 -1140654.954427344 @ 15 cms @ 20 cms 3 Ø 1/2" x 3.73 1 Ø 1/2" x 1.00 .15 .15 .15 .15 5' 5 @ 15 cms @ 15 cms B -1140654.954427344 @ 15 cms @ 15 cms @ 10 cms .15 .15 3 Ø 1/2" x 3.90 PORT. TECHO "1"(A'-C) _(0.35 x 0.25) EST.d 3/8"C/. .15 3 Ø 1/2" x 4.20 .15 1 Ø 1/2" x 1.20 .15 3 Ø 1/2" x 3.70 .15 .10 .30 .10 .30 -1140654.954427344 -1140654.954427344 -1140654.954427344 -1140654.954427344 EST. d3/8" @0.15 .20 SECCION 5-5' PORTI. TECHO "1" (A'-C) SIN / ESCALA 3 d1/2" 3 d1/2" As Sup. As Inf. .20 1 Ø 1/2" x 1.20 1 Ø 1/2" x 1.00 4.87 0.35 0.30 0.20 0.25 C D -1140645.399597158 EST.d 3/8"C/. @ 15 cms 3 Ø 1/2" x 5.27 PORT. TECHO "7"(C-D) _(0.35 x 0.25) .15 6' 6 @ 15 cms .15 .15 .15 .15 @ 20 cms .15 .15 As Sup. As Inf. .15 .15 1 Ø 1/2" x 1.50 1 Ø 1/2" x 1.50 3 Ø 5/8" x 5.27 .10 .30 .10 .30 -1140645.399597158 -1140645.399597158 -1140645.399597158 -1140645.399597158 EST. d3/8" @0.20 .20 SECCION 6-6' PORTI. TECHO "7" (C-D) SIN / ESCALA 3 d1/2" 3 d5/8" .20 1 Ø 1/2" x 1.50 1 Ø 1/2" x 1.50 \A1;.25 \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;.20 \A1;.05 -1140677.494413943 -1140677.494413943 -1140677.494413943 -1140677.494413943 -1140677.494413943 -1140677.494413943 -1140677.494413943 -1140677.494413943 -1140677.494413943 -1140677.494413943 -1140677.494413943 CONCRETO Rc= 210 Kg/cm² MALLA TRUCKSON 4" x 4" NERVIOS DETALLE LOSA NERVADA e= 25 cm. BLOQUE 4.00 4.00 1.20 1.30 3.65 1.65 1.05 0.60 0.60 0.58 1.05 1.65 0.58 5.50 1.20 4.00 5.05 0.73 1.20 1.52 1.59 1.52 0.75 1.00 5.03 0.75 1.00 3.50 2.60 3.50 4.85 0.78 1.05 1.84 1.46 1.46 0.78 3.50 4.85 1.05 1.64 1.46 1.46 4.53 5.00 3.00 1.50 1.50 0.30 0.25 0.20 0.25 0.60 0.55 0.20 0.25 0.50 0.45 0.20 0.25 4.33 3.26 6.00 0.50 0.45 0.20 0.25 4.60 4.40 0.50 0.45 0.20 0.25 1.65 4.40 3.05 1.60 0.50 0.45 0.20 0.25 4.85 6.35 0.50 0.45 0.20 0.25 3.05 0.92 0.92 1.80 3.00 0.90 0.90 0.54 0.54 5.03 0.40 0.35 0.20 0.25 5.03 4.00 0.40 0.35 0.20 0.25 4.00 3.00 3.00 0.25 0.20 0.20 0.25 0.17 0.30 0.30 4 d 1/2" 0.20 .15 .30 E d 3/8" C/20 X 1.00 VAES .10 .10 .25 .15 0.17 0.30 0.30 .20 .35 .15 1.70 .60 .10 .10 d 3/8" C/10 X 0.80 0.70 5 d 3/8" d 3/8" C/10 CORTE A-A 0.15 RP 5 d 3/8" C/15 d 3/8" C/ 0.25 X 4.16 d 3/8" C/ 0.25 X 1.23 0.10 0.10 0.10 d 3/8" C/ 0.25 X 2.73 0.10 ESC-EP-TRAMO-02 ( MACIZADA H= 0.15 m) 4 d 5/8" 2 d 5/8" 0.25 E d 3/8" C/20 X 1.20 0.20 0.45 0.10 0.10 VAES 0.50 0.50 d 3/8" C/0.25 d 3/8" C/0.25 X1.23 0.95 0.95 .10 .10 1.20 2.80 0.05 0.20 .15 d 3/8" C/0.25 X 4.16 d 3/8" C/0.25 X 2.38 0.05 0.20 0.45 0.10 0.25 2d1/2" -862300.1069270971 -862300.1069270971 SIN / ESCALA NERVIO DE BORDE C6 C2 C5 C6 C2 C6 C6 C5 C3 C5 5B 4B 4A 3C' 2E 2D 2C 1E 1D 1C 1B 1A P.BAJA P.BAJA P.ALTA NIVELES EJES 5C 5D 0 P.SOTAN P.SOTAN C5 5E 6A 6B 7B 7B' 7C 7D 7D' 7E C6 C6 C3 C5 C5 C2 C3 C3 C5 C2 C6 C6 C6 C6 C6 C5 C2 C2 C6 C6 C6 C6 C6 C6 C6 C6 C5 C5 C5 C5 C5 C5 C4 C4 C4 C4 C6 C5 C6 C5 2h 1/5H 2h \A1;h ESCALA. S/E NODO SISMICO COLUMNA .030X.30cm H 2h 2h 1/5H 3/5H 4 d 1/2" .10 .10 .20 .25 .25 .20 .35 .15 2.55 .60 .10 .10 d 3/8" C/10 X 0.80 0.70 d 3/8" C/10 0.15 RP 5 d 3/8" C/15 0.17 0.30 0.30 ESC-EP-TRAMO-02 ( MACIZADA H= 0.15 m) 1.00 0.60 -1140704.905415293 -1140704.905415293 -1140704.905415293 -1140704.905415293 2d1/2" .20 .10 .25 .20 .25 .10 EST. d3/8"C./15cm X0.90 2d1/2" SIN / ESCALA DETALLE COLUMNA C-1 0.35 0.40 0.15 0.20 EST. d3/8" @0.15 X1.20 EST. d3/8" @0.15 X 0.74 2 d5/8" 2 d1/2" 2 d1/2" 2 d5/8" .35 .15 .35 .15 .15 .15 .15 .12 .15 .15 .15 SIN / ESCALA DETALLE COLUMNA C-2 -1140692.123447996 -1140692.123447996 -1140692.123447996 -1140692.123447996 .10 LIG. d3/8" C./15cm X 0.59 -1140692.123447996 4d1/2" 4d1/2" SIN / ESCALA DETALLE COLUMNA C-3 -1140686.081046371 -1140686.081046371 -1140686.081046371 -1140686.081046371 .10 LIG. d3/8" C./15cm X 0.59 -1140686.081046371 4d5/8" 4d5/8" SIN / ESCALA DETALLE COLUMNA C-4 / / EST.d 3/8"C/. 2 Ø 1/2" x 4.15 PORT. AMARRE TIPO _(0.25 x 0.25) .15 16' 16 @ 15 cms .15 .15 @ 20 cms .15 As Sup. As Inf. .15 1 Ø 1/2" x 1.50 5 @ 15 cms @ 15 cms 2 Ø 1/2" x 3.40 1 Ø 1/2" x 1.50 / .15 .15 .15 .15 @ 15 cms @ 20 cms / @ 15 cms @ 15 cms 5 5 .15 2 Ø 1/2" x 5.15 2 Ø 1/2" x 5.15 2 Ø 1/2" x 4.40 .15 .15 2 Ø 1/2" x 3.40 .10 .20 .10 .20 -1140692.332672836 -1140692.332672836 -1140692.332672836 -1140692.332672836 EST. d3/8" @0.20 .20 SECCION 16-16' PORTI. AMARRE TIPO SIN / ESCALA 2 d1/2" 2 d1/2" .20 @ 20 cms .15 1 Ø 1/2" x 1.00 .15 .15 .15 .15 .15 1 Ø 1/2" x 1.00 2 5 7 -1140716.338609122 -1140716.338609122 -1140716.338609122 -1140716.338609122 1 d 1/2" x 2.70 -1140716.338609122 -1140716.338609122 .15 1 d 3/8" x 1.63 -1140716.338609122 -1140716.338609122 1 d 3/8" x 2.23 -1140716.338609122 -1140716.338609122 1 d 1/2" x 6.10 1 d 1/2" x 0.88 1 d 3/8" x 0.88 1 d 3/8" x 4.10 LOSA NERVADA: L.T.- 02 (2-7) ( H= 25 cms ) C' D' -1140636.396825694 EST.d 3/8"C/. @ 15 cms 2 Ø 1/2" x 6.40 PORT. TECHO- AUXILIAR (C'-D') _(0.30 x 0.25) .15 7' 7 @ 15 cms .15 .15 .15 As Sup. As Inf. .15 1 Ø 1/2" x 2.00 2 Ø 1/2" x 6.40 -1140636.396825694 -1140636.396825694 @ 15 cms @ 15 cms @ 20 cms @ 15 cms @ 15 cms .15 .15 1 Ø 1/2" x 2.00 .15 .15 1 Ø 1/2" x 2.00 .15 .15 1 Ø 1/2" x 2.00 .15 .10 .25 .10 .25 -1140636.396825694 -1140636.396825694 -1140636.396825694 -1140636.396825694 EST. d3/8" @0.20 .20 SECCION 7-7' PORTI. TECHO AUXILIAR (C'-D') SIN / ESCALA 2 d1/2" 2 d1/2" .20 -1140730.722340905 -1140730.722340905 LOSA NERVADA: L.E.- 01 (A-C) ( H= 25 cms ) As Sup. As Inf. C B MACIZADO MINIMO = 10 cms 1 d 3/8" x 1.53 1 d 3/8" x 1.53 1 d 3/8" x 4.63 1 d 1/2" x 4.78 .10 .10 .10 .10 -1140730.722340905 -1140730.722340905 A -1140730.722340905 1 d 3/8"+ 1 d 1/2" x 2.60 -1140726.482643959 -1140726.482643959 LOSA NERVADA: L.E.- 02 (A-B) ( H= 25 cms ) As Sup. As Inf. C B MACIZADO MINIMO = 10 cms 1 d 3/8" x 1.53 1 d 3/8" x 2.24 2 d 3/8" x 5.85 1 d 3/8" x 4.73 .10 .10 .10 .10 -1140726.482643959 A -1140726.482643959 1 d 3/8"+ 1 d 1/2" x 3.11 -1140726.482643959 -1140726.482643959 -1140726.482643959 .10 1 d 3/8" x 1.13 -1140726.482643959 -1140717.015145131 -1140717.015145131 LOSA NERVADA: L.E.- 03 (B-B) ( H= 25 cms ) As Sup. As Inf. B' B MACIZADO MINIMO = 10 cms 1 d 3/8" x 2.48 1 d 3/8" x 2.23 2 d 1/2" x 5.83 .10 .10 .10 .10 1 d 3/8" x 1.13 -1140717.015145131 1 d 3/8" x 1.38 -1140708.739851703 -1140708.739851703 LOSA NERVADA: L.E.- 04 (1-2) ( H= 25 cms ) As Sup. As Inf. 2 1 MACIZADO MINIMO = 10 cms 1 d 5/8"+ 1 d 3/4" x 2.03 1 d 3/8" x 1.38 1 d 1/2" x 3.88 .10 .10 .10 .10 1 d 3/8" x 1.38 1 d 3/8" x 1.38 1 d 1/2"+ 1 d 5/84" x 3.50 .10 -1140700.927350487 -1140700.927350487 LOSA NERVADA: L.E.- 05 (1-7) ( H= 25 cms ) As Sup. As Inf. 3 2 MACIZADO MINIMO = 10 cms 1 d 3/8" x 1.11 1 d 3/8"+ 1 d 1/2" x 3.30 1 d 3/8" x 4.30 1 d 3/8" x 3.33 .10 .10 .10 1 .10 2 d 3/8" x 5.48 -1140700.927350487 4 -1140700.927350487 -1140700.927350487 -1140700.927350487 -1140700.927350487 1 d 3/8" x 1.78 -1140700.927350487 -1140700.927350487 1 d 3/8" x 1.83 -1140688.760746456 -1140688.760746456 LOSA NERVADA: L.E.- 06 (2-7) ( H= 25 cms ) As Sup. As Inf. 7 5 MACIZADO MINIMO = 10 cms 1 d 3/8" x 1.38 1 d 3/8" x 1.78 2 d 3/8" x 5.48 1 d 3/8" x 4.23 .10 .10 .10 .10 2 1 d 3/8"+ 1 d 1/2" x 3.10 -1140688.760746456 -1140688.760746456 -1140688.760746456 -1140688.760746456 D E -1140677.692666351 EST.d 3/8"C/. 3 Ø 5/8" x 6.53 PORT. CARGA ENTRE PISO "1"(C-E) _(0.60 x 0.25) .15 8' 8 @ 15 cms .15 .15 @ 20 cms .15 As Sup. As Inf. .15 3 Ø 5/8" x 6.18 -1140677.692666351 @ 15 cms @ 15 cms 3 Ø 5/8" x 5.40 4 Ø 3/4" x 4.93 .10 .55 .10 .55 -1140677.692666351 -1140677.692666351 -1140677.692666351 -1140677.692666351 EST. d3/8" @0.20 .20 SECCION 8-8' PORTI. CARGA ENTRE PISO "1" (C-E) SIN / ESCALA 3 d5/8" 4 d3/4" .20 C .15 6 Ø 3/4" x 3.00 .15 1 Ø 3/4" x 1.50 .15 .15 3 Ø 3/4" x 5.40 .15 1 Ø 3/4" x 1.50 .15 .15 1 Ø 3/4" x 1.50 .15 .15 .15 .15 .15 .15 @ 15 cms @ 20 cms 1 Ø 3/4" x 1.50 D E 5 EST.d 3/8"C/. 3 Ø 5/8" x 4.74 PORT. CARGA ENTRE PISO "2"(C'-E) _(0.50 x 0.25) .15 9' 9 @ 15 cms .15 .15 @ 20 cms .15 As Sup. As Inf. .15 3 Ø 5/8" x 5.55 5 @ 15 cms @ 15 cms 3 Ø 5/8" x 3.66 3 Ø 5/8" x 4.73 .10 .50 .10 .50 -1140670.148258953 -1140670.148258953 -1140670.148258953 -1140670.148258953 EST. d3/8" @0.20 .20 SECCION 9-9' PORTI. CARGA ENTRE PISO "2" (C'-E) SIN / ESCALA 3 d5/8" .20 C' .15 .15 1 Ø 5/8" x 1.50 .15 .15 1 Ø 5/8" x 1.50 .15 .15 1 Ø 5/8" x 1.50 .15 .15 .15 @ 15 cms @ 20 cms 1 Ø 5/8" x 1.50 3 d5/8" D' E -1140658.562658631 EST.d 3/8"C/. @ 15 cms 3 Ø 5/8" x 6.40 PORT. CARGA ENTRE PISO "5=7"(D'-E) _(0.50 x 0.25) .15 10' 10 @ 15 cms .15 .15 .15 .15 @ 20 cms .15 .15 As Sup. As Inf. .15 .15 1 Ø 3/4" x 2.00 1 Ø 3/4" x 2.00 3 Ø 5/8" x 6.40 .15 .15 4 Ø 3/4" x 6.40 1 Ø 3/4" x 2.00 1 Ø 3/4" x 2.00 .10 .50 .10 .50 -1140658.562658631 -1140658.562658631 -1140658.562658631 -1140658.562658631 EST. d3/8" @0.20 .20 SECCION 10-10' PORTI. CARGA ENTRE PISO "5=7" (D'-E) SIN / ESCALA 3 d5/8" .20 3 d5/8" 4 d3/4" 4 6 5 EST.d 3/8"C/. 3 Ø 5/8" x 5.95 PORT. CARGA ENTRE PISO "A"(1-6) _(0.50 x 0.25) .15 11' 11 @ 15 cms .15 .15 @ 20 cms .15 As Sup. As Inf. .15 3 Ø 5/8" x 6.10 5 @ 15 cms @ 15 cms 3 Ø 5/8" x 4.80 3 Ø 5/8" x 5.00 .10 .50 .10 .50 -1140646.317085343 -1140646.317085343 -1140646.317085343 -1140646.317085343 EST. d3/8" @0.20 .20 SECCION 11-11' PORTI. CARGA ENTRE PISO "A" (1-6) SIN / ESCALA 3 d5/8" .20 1 .15 .15 1 Ø 5/8" x 1.50 .15 .15 1 Ø 5/8" x 1.50 .15 .15 1 Ø 5/8" x 1.50 .15 .15 .15 @ 15 cms @ 20 cms 1 Ø 5/8" x 1.50 3 d5/8" 4 7 5 EST.d 3/8"C/. 3 Ø 5/8" x 5.20 PORT. CARGA ENTRE PISO "B"(1-7) _(0.50 x 0.25) .15 12' 12 @ 15 cms .15 .15 @ 20 cms .15 As Sup. As Inf. .15 3 Ø 5/8" x 2.81 5 @ 15 cms @ 15 cms 3 Ø 5/8" x 4.80 3 Ø 5/8" x 2.05 1 .15 .15 1 Ø 5/8" x 1.50 .15 .15 1 Ø 1/2" x 4.80 .15 .15 1 Ø 5/8" x 1.50 .15 .15 .15 @ 15 cms @ 20 cms 1 Ø 5/8" x 1.50 5 EST.d 3/8"C/. @ 15 cms @ 15 cms .15 6 EST.d 3/8"C/. @ 15 cms @ 15 cms .15 5 5 .15 3 Ø 5/8" x 4.26 .15 3 Ø 5/8" x 3.86 .15 .15 .15 2 Ø 1/2" x 2.00 3 Ø 5/8" x 3.45 .15 .15 3 Ø 5/8" x 2.00 .15 .15 1 Ø 5/8" x 1.50 .10 .50 .10 .50 -1140629.713917127 -1140629.713917127 -1140629.713917127 -1140629.713917127 EST. d3/8" @0.20 .20 SECCION 12-12' PORTI. CARGA ENTRE PISO "B" (1-7) SIN / ESCALA 3 d5/8" .20 3 d5/8" 4 6 5 EST.d 3/8"C/. 3 Ø 5/8" x 7.96 PORT. CARGA ENTRE PISO "C"(1-7) _(0.50 x 0.25) .15 13' 13 @ 15 cms .15 .15 @ 20 cms .15 As Sup. As Inf. .15 3 Ø 5/8" x 6.84 5 @ 15 cms @ 15 cms 3 Ø 5/8" x 6.75 3 Ø 5/8" x 5.25 .10 .50 .10 .50 -1140618.563808938 -1140618.563808938 -1140618.563808938 -1140618.563808938 EST. d3/8" @0.20 .20 SECCION 12-12' PORTI. CARGA ENTRE PISO "C" (1-7) SIN / ESCALA 3 d5/8" .20 1 .15 .15 1 Ø 5/8" x 2.00 .15 .15 .15 .15 1 Ø 5/8" x 2.00 .15 .15 .15 @ 15 cms @ 20 cms 1 Ø 5/8" x 2.00 3 d5/8" .15 .15 4 Ø 3/4" x 4.00 .15 .15 4 Ø 5/8" x 6.75 1 Ø 5/8" x 2.00 B B' 5 EST.d 3/8"C/. 3 Ø 1/2" x 6.00 PORT. CARGA ENTRE PISO SOTANO "5=6"(M-B') _(0.40 x 0.25) .15 15' 15 @ 15 cms .15 .15 @ 20 cms .15 .15 3 Ø 1/2" x 6.43 5 @ 15 cms @ 15 cms 3 Ø 1/2" x 4.40 3 Ø 5/8" x 5.43 M .15 3 Ø 1/2" x 3.00 .15 1 Ø 1/2" x 1.50 .15 .15 1 Ø 1/2" x 1.20 .15 .15 1 Ø 1/2" x 1.50 .15 .15 .15 .15 .15 @ 15 cms @ 20 cms 1 Ø 1/2" x 1.20 As Sup. As Inf. .10 .35 .10 .35 -1140704.663714691 -1140704.663714691 -1140704.663714691 -1140704.663714691 EST. d3/8" @0.15 .20 SECCION 15-15' PORTI. CARGA ENTRE PISO SOTANO "5=6"(M-B') SIN / ESCALA 3 d1/2" 3 d5/8" B B' -1140714.364856493 EST.d 3/8"C/. @ 15 cms 3 Ø 1/2" x 5.43 PORT. CARGA SOTANO "7"(B-B') _(0.40 x 0.25) .15 14' 14 @ 15 cms .15 .15 .15 .15 @ 20 cms .15 .15 As Sup. As Inf. .15 .15 1 Ø 5/8" x 1.50 1 Ø 5/8" x 1.50 3 Ø 1/2" x 5.43 .10 .35 .10 .35 -1140714.364856493 -1140714.364856493 -1140714.364856493 -1140714.364856493 EST. d3/8" @0.15 .20 SECCION 14-14' PORTI. CARGA SOTANO "7"(B-B') SIN / ESCALA 3 d1/2" 3 d1/2" 1 Ø 5/8" x 1.50 1 Ø 5/8" x 1.50 -1140729.149238135 5 MACIZADO MINIMO = 10 cms 1 d 3/8" x 1.17 1 d 3/8" x 1.17 1 d 1/2" x 3.65 .10 .10 .10 -1140729.149238135 6 -1140729.149238135 LOSA NERVADA: L.E.- 01 (6-5) ( H= 25 cms ) As Sup. As Inf. .10 -1140722.772955166 -1140722.772955166 LOSA NERVADA: L.E.- 02 (7-5) ( H= 25 cms ) As Sup. As Inf. 5 6 MACIZADO MINIMO = 10 cms 1 d 3/8" x 0.82 1 d 3/8" x 1.18 1 d 3/8" x 3.53 1 d 3/8" x 2.43 .10 .10 .10 .10 -1140722.772955166 -1140722.772955166 7 -1140722.772955166 1 d 3/8" x 1.44 -1140722.772955166 4 d1/2" SIN / ESCALA DETALLE COLUMNA C-5 .25 .25 .25 0.25 0.30 0.25 0.30 .10 .10 .25 4 d1/2" EST. d3/8" @0.15 X1.20 EST. d3/8" @0.15 X 0.92 .10 .18 .18 .18 .18 3.00 4.00 3.00 4.33 3.26 4.60 4.40 1.65 4.40 3.05 1.60 4.85 6.35 5.03 4.00 5 5 5 1,60 5 5 5 3,05 5 5 5 1 2 4 5 6 7 3 5 5 5 5 5 5 5 5 5 5 5 5 7,50 5 A B B' 5 C D D' E A B C D E 1 2 3 4 5 6 7 PLANTA SEMI-SOTANO ESC.: 1:50 PLANTA BAJA ESC.: 1:50 F-1 C-4 V.R. 0.30X0.30 F-1 C-2 F-1 C-6 F-1 C-2 F-1 C-6 V.A. 0.30 X 0.25 V.A. 0.30 X 0.25 V.A. 0.30 X 0.25 V.A. 0.30 X 0.25 V.A. 0.30 X 0.25 L.S. - 01 L.S. - 02 1 d 3/8" X 1.17 1 d 3/8" X 1.17 1 d 1/2" X 3.65 0.10 0.15 0.10 0.15 1 d 3/8" X 0.82 1 d 3/8" X 1.44 1 d 3/8" X 1.18 0.10 0.10 0.10 1 d 3/8" X 2.43 1 d 3/8" X 3.53 0.10 F-1 C-6 F-1 C-2 F-1 C-2 F-1 C-3 F-2 C-6 C-6 F-2 F-1 C-5 F-2 C-6 F-1 C-4 F-2 C-6 F-1 C-5 F-1 C-3 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30X0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 V.R. 0.30 X 0.30 MALLA TRUCKSON DE 0.15X0.15X3mm MALLA TRUCKSON DE 0.15X0.15X3mm MALLA TRUCKSON DE 0.15X0.15X3mm CONCRETO LOSA DE PISO CONCRETO LOSA DE PISO CONCRETO LOSA DE PISO SUELO FIRME SUELO FIRME 5 5 ING. GUSTAVO BAUTISTA. c.i.v. 150.867 _ ADRIANA JIMENEZ DE CARRERO _ _ _ _ ING. GUSTAVO BAUTISTA _ _ ING. GUSTAVO BAUTISTA _ CAZUAJE_MATA@HOTMAIL.COM _ ARQ. PABLO MANTILLA E01 1/50 27/04/08 CALCULO ESTRUCTURAL ARQ_VIVIENDA UNIF_ CALCULOS ESTRUCTURALES PQUIA LAS DELICIAS, SECT. URB. EL CASTAÑO , AV. LOA ALAMOS, CENTRO RES. EL CASTAÑO , # 1 REF. VIVIENDA UNIFAMILIAR RESISTENCIA DE MATERIALES FS': 0.70 (SEMI - DURA) RS: 1.70 Kg/cm 2. asumida FV: 4200 Kg/cm 2. FC: 210 Kg/cm 2. CUADRO DE COLUMNAS 5 5 5 1,60 3,05 5 5 5 5 5 5 5 5 5 1 2 4 5 6 7 3 1 2 3 4 5 6 7 5 5 5 5 7,50 5 A B C D E 5 5 5 5 5 5 5 5 5 5 A B B' C D D' E NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" L.E. - 01 L.E. - 02 L.E. - 03 V.C. 0.50 X 0.25 NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" L.E. - 05 L.E. - 05 NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" L.E. - 06 VACIO VACIO ESCALERA VACIO 5 5 5 1,60 3,05 5 5 5 5 5 5 5 6,70 5 5 1 2 4 5 6 7 3 2,10 1 2 3 4 5 6 7 5 5 5 5 5 A B C D E 5 5 5 5 5 5 5 5 5 5 5 5 A B B' C D D' E 5 5 5 5 5 5 2,95 5 5 5 V.C. 0.50 X 0.25 V.C. 0.50 X 0.25 V.C. 0.50 X 0.25 V.C. 0.50 X 0.25 V.C. 0.50 X 0.25 V.C. 0.50 X 0.25 V.C. 0.50 X 0.25 V.C. 0.50 X 0.25 V.C. 0.50 X 0.25 V.A. 0.25 X 0.25 V.C. 0.50 X 0.25 V.C. 0.50 X 0.25 V.C. 0.50 X 0.25 V.C. 0.50 X 0.25 V.C. 0.50 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.C. 0.35 X 0.25 V.C. 0.35 X 0.25 V.C. 0.35 X 0.25 V.C. 0.35 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.C. 0.35 X 0.25 V.C. 0.35 X 0.25 V.C. 0.50 X 0.25 V.C. 0.50 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.C. 0.35 X 0.25 V.C. 0.35 X 0.25 V.C. 0.35 X 0.25 V.C. 0.35 X 0.25 NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" V.A. 0.35 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.A. 0.25 X 0.25 V.C. 0.35 X 0.25 V.C. 0.35 X 0.25 V.C. 0.35 X 0.25 V.C. 0.35 X 0.25 NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" NERVIO AUXILIAR 2d 3/8" LOSA DE TECHO \fHandelGotDLig|b1|i0|c0|p34; ESC.: 1/50 LOSA ENTRE PISO \fHandelGotDLig|b1|i0|c0|p34; ESC.: 1/50 VACIO C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-1 C-1 C-1 C-5 C-3 C-6 C-4 C-4 C-5 C-5 C-5 C-2 C-5 C-2 C-3 C-6 0.20 \A1;0.20 0.90 .10 2.70 REP d-3/8" C/.25 cm 0.25 0.30 d 1/2" x 2.50 C/.20 cm \A1;0.80 d-1/2" x 5.40 C/.20 cm 2.50 A d-1/2" @ 20 cm d-1/2" @ 20 cm d-1/2" @ 20 cm .10 d-1/2" x 1.10 C/.20 cm B REP d-3/8" C/.20 cm D d-1/2" @ 20 cm MURO TIPO M-1 SIN / ESCALA 1.00 0.60 .10 .10 .10 .10 NIVEL NIVEL ING. GUSTAVO BAUTISTA. c.i.v. 150.867 _ ADRIANA JIMENEZ DE CARRERO _ _ _ _ ING. GUSTAVO BAUTISTA _ _ ING. GUSTAVO BAUTISTA _ CAZUAJE_MATA@HOTMAIL.COM _ ARQ. PABLO MANTILLA E02 1/50 27/04/08 CALCULO ESTRUCTURAL ARQ_VIVIENDA UNIF_ CALCULOS ESTRUCTURALES PQUIA LAS DELICIAS, SECT. URB. EL CASTAÑO , AV. LOA ALAMOS, CENTRO RES. EL CASTAÑO , # 1 REF. VIVIENDA UNIFAMILIAR ING. GUSTAVO BAUTISTA. c.i.v. 150.867 _ ADRIANA JIMENEZ DE CARRERO _ _ _ _ ING. GUSTAVO BAUTISTA _ _ ING. GUSTAVO BAUTISTA _ CAZUAJE_MATA@HOTMAIL.COM _ ARQ. PABLO MANTILLA E03 1/50 27/04/08 CALCULO ESTRUCTURAL ARQ_VIVIENDA UNIF_ CALCULOS ESTRUCTURALES PQUIA LAS DELICIAS, SECT. URB. EL CASTAÑO , AV. LOA ALAMOS, CENTRO RES. EL CASTAÑO , # 1 REF. VIVIENDA UNIFAMILIAR ING. GUSTAVO BAUTISTA. c.i.v. 150.867 _ ADRIANA JIMENEZ DE CARRERO _ _ _ _ ING. GUSTAVO BAUTISTA _ _ ING. GUSTAVO BAUTISTA _ CAZUAJE_MATA@HOTMAIL.COM _ ARQ. PABLO MANTILLA E04 1/50 27/04/08 CALCULO ESTRUCTURAL ARQ_VIVIENDA UNIF_ CALCULOS ESTRUCTURALES PQUIA LAS DELICIAS, SECT. URB. EL CASTAÑO , AV. LOA ALAMOS, CENTRO RES. EL CASTAÑO , # 1 REF. VIVIENDA UNIFAMILIAR ING. GUSTAVO BAUTISTA. c.i.v. 150.867 _ ADRIANA JIMENEZ DE CARRERO _ _ _ _ ING. GUSTAVO BAUTISTA _ _ ING. GUSTAVO BAUTISTA _ CAZUAJE_MATA@HOTMAIL.COM _ ARQ. PABLO MANTILLA E05 1/50 27/04/08 CALCULO ESTRUCTURAL ARQ_VIVIENDA UNIF_ CALCULOS ESTRUCTURALES PQUIA LAS DELICIAS, SECT. URB. EL CASTAÑO , AV. LOA ALAMOS, CENTRO RES. EL CASTAÑO , # 1 REF. VIVIENDA UNIFAMILIAR

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete
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Tags	autocad, béton armé, calculation, concrete, DETAIL, details, DWG, formwork, reinforced concrete, schalung, stahlbeton, structural