Building Structure DWG Block for AutoCAD

Building Structure DWG Block for AutoCAD

10-story building; plants.

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

axis, national university pedro ruiz gallo, professional school of architecture, faculty of civil engineering systems and architecture, npt, previous, vestibule, staircase evacuation, ceramic floor slip, elevator, description :, chairs:, students :, theme :, orientation: , course :, office building, column, tax area, weight, area of ​​the column, quantity, frame beams, type, section, cant, dimension, table plates, square slabs, seismic meeting, note :, scale :, date: , cad :, observations :, student :, national university, pedro ruiz gallo, school, professional, architecture, calculation seismic board, columns, slabs, beams

Raw text data extracted from CAD file:

01 02 06 03 04 08 05 07 EJE EJE UNIVERSIDAD NACIONAL PEDRO RUIZ GALLO \W1.2;Arquitectura ESCUELA PROFESIONAL DE ARQUITECTURA FACULTAD DE INGENIERIA CIVIL SISTEMAS Y ARQUITECTURA 0.60 0.55 0.60 0.75 0.60 0.45 0.60 0.55 01.00 0.75 0.60 0.50 .60 .55 .60 .75 .60 .50 .60 .45 .60 .55 1.00 0.75 P \W1.31506; - \W0.17047; A B C D E \W0.12285; 3 \W0.12285; 2 \W0.19428; 1 \W0.17047; A B C D E 3 2 1 A A C C B B D D E E N.P.T. ±0.00 PREVIO VESTIBULO ESCALERA EVACUACION +0.15 PISO CERÁMICO ANTIDESLIZANTE 86 87 88 89 90 74 75 76 77 78 79 80 81 82 83 84 85 ASCENSOR ASCENSOR ASCENSOR PREVIO ESCALERA EVACUACION VESTIBULO PISO CERÁMICO ANTIDESLIZANTE 4.73 5.38 5.39 4.61 4.63 5.00 4.73 5.00 4.63 8.70 9.00 4.61 5.39 4.61 4.63 4.42 5.00 4.39 4.61 9.00 8.71 9.15 9.00 4.50 4.50 8.70 9.30 9.14 8.71 9.15 9.00 5.00 4.63 4.42 5.00 4.39 6.29 4.50 4.50 ASCENSOR ASCENSOR ASCENSOR ESCALERA EVACUACION 02 01 04 05 03 06 07 08 02 01 04 05 03 06 07 08 1 2 3 4 5 6 7 VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103(.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VE-103 (.30x.60) VT-103 (.30x.60) VE-103 (.30x.60) L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 VE-103 (.30x.60) VT-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VT-103 (.30x.60) VE-103 (.30x.60) L 03 L 03 L 03 L 03 L 03 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-5 C-5 C-5 C-6 L 01 L 01 L 01 L 01 L 01 L 01 L 01 L 01 L 01 L 01 VE-101 (.30x.60) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 04 L 04 L 04 C-3 C-3 C-3 C-3 C-3 C-3 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) C-6 C-6 C-6 C-6 C-6 C-6 C-6 VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) 8.700000000000045 9.29999999999984 9.13677576213388 8.71075299841391 9.152471239452666 8.999999999999773 1 2 3 4 5 6 7 4.724999999999454 5.0 4.624999999999545 5.375000000000455 5.394281832302568 4.605718167696523 4.625 5.000000000000455 A B C D E F G H I 4.724999999999454 5.0 4.624999999999545 A B C D 8.700000000000045 1 2 8.999999999999773 6 7 4.606602751625815 5.394281832302568 4.605718167696523 4.625 D´ E F G H 4.420120944203745 5.0 4.388736924878344 1´ 2´ 3´ 4´ 4.420120944203745 5.0 4.388736924878344 1´ 2´ 3´ 4´ 4.606602751625815 D´ E 6.288908871045805 J 8.999999999999773 6 7 8.71075299841391 9.152471239452666 8.999999999999773 4 5 6 7 4.50001037880611 4.499989621193436 K L M 4.50001037880611 4.499989621193436 K L M VE-104 (.30x.65) VE-104 (.30x.65) C-5 C-1 VE-103 (.30x.60) VE-103 (.30x.60) .55 .35 .80 .25 .80 0.80 .60 .35 .35 .65 .60 .30 .40 0.40 .80 0.80 0.55 0.35 0.60 0.35 0.35 0.65 0.85 0.25 0.60 0.30 4.73 5.38 5.39 4.61 4.63 5.00 4.73 5.00 4.63 8.70 9.00 4.61 5.39 4.61 4.63 4.42 4.42 5.00 4.39 4.61 9.00 8.71 9.15 9.00 4.50 4.50 8.70 9.30 9.14 8.71 9.15 9.00 5.00 4.63 5.00 4.39 6.29 4.50 4.50 01.00 0.75 4.42 4.42 5.00 4.39 5.00 4.39 4.61 4.63 4.61 4.63 UNIVERSIDAD NACIONAL PEDRO RUIZ GALLO \W1.2;Arquitectura ESCUELA PROFESIONAL DE ARQUITECTURA FACULTAD DE INGENIERIA CIVIL SISTEMAS Y ARQUITECTURA Arq° AÑASCO CRUZADO JORGE DESCRIPCION: CATEDRAS : ALUMNOS: TEMA: ORIENTACION: PLANTA 8VO NIVEL \W2.55993; SISTEMAS \W2.55993; ESTRUCT. CURSO: EDIFICIO DE OFICINAS \W3.28571; *CASAS MECHAS,Juana \W5.91667; \W5.91667; *GONZALEZ TANTAJULCA,Noemy * LUMBRES SANCHEZ, Jhon ESCALA: \W8.75892; 1/250 FECHA: \W4.18933; 21-07-2015 ESCALA: \W8.75892; 1/250 FECHA: \W4.18933; 21-07-2015 C1 C2 C3 C4 C5 C6 COLUMNA AREA TRIBUTARIA PESO AREA DE LA COLUMA LADO (SECCION) CANTIDAD 4.5x2.5=11.25 P=11.25X1000(7) P=78750 P=11.25X850(1) P=9562.5 PT=78750+9562.5 PT=88312.5 1 1 2 2 AC= P . y(f´c) AC= \L88312.5 0.10(280) AC= 3154 5 5 03 9X5=45 P=45X1000(7) P=315000 P=45X850(1) P=38250 PT=38250+315000 PT=353250 1 1 2 2 AC= P . y(f´c) AC= \L353250 0.30(280) AC=4205.36 L=60X75 L= 60X55 5 5 26 2.25x 7.5: 16.875 16.875x1000x5=84375 16.875x850x1= 14343.75 PESO=98718.75 AC= P . y(f´c) AC= \L98718.75 0.18(240) AC=2285.16 16.875x²=22185.16 X=11 (9X)(5X) = 4205.36 X² = 93.45 x=9.67 (4.5X)(2.5xX) = 3154 X² = 280.36 x=11.25 L= 60 X 45 5 5 7.5x 4.5: 33.75 33.75x1000x5= 168750 33.75x850x1= 28687.5 PT =197437.5 AC= P . y(f´c) AC= \L197437.5 0.30(240) AC=2742.1875 • LADO = 33.75x²= 2742.1875 X=9 5 5 L= 60X55 08 04 5X5=25 P=25X1000(9) P=225000 P=25X850(1) P=21250 PT=225000+21250 PT=246250 AC= P . y(f´c) AC= \L246250 0.12(240) AC=8550 L=0.75x1.00 (5X)(5X) = 8550 X² = 342.01 x=18 5 5 08 7.5X4.93=36.9 P=36.9X1000(5) P=1845000 P=36.9X850(1) P=31365 PT=1845000+31365 PT=215865 AC= P . y(f´c) AC= \L215865 0.30(240) AC=2998 L=0.60x50 (7.5X)(4.93X) = 2998 X² = 8125 x=9.2 5 5 12 CUADRO VIGAS TIPO SECCION CANT DIMENSION V101 VE VT VE VT V102 VE VT V103 17 10 16 22 60 17 0.60x0.30cm 0.50x0.30cm 0.60x0.30cm 0.50x0.30cm 0.60x0.30cm 0.60x0.30cm VE V104 10 0.65x0.30cm CUADRO PLACAS TIPO SECCION CANT DIMENSION P1 16 0.30x.250cm CUADRO LOSAS TIPO SECCION CANT DIMENSION L1 10 L2 L3 15 29 0.20cm 0.25cm 0.25cm L4 0.20cm 03 VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103(.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VE-103 (.30x.60) VT-103 (.30x.60) VE-103 (.30x.60) L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 L 03 VE-103 (.30x.60) VT-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VT-103 (.30x.60) VE-103 (.30x.60) L 03 L 03 L 03 L 03 L 03 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-5 C-5 C-5 C-6 L 01 L 01 L 01 L 01 L 01 L 01 L 01 L 01 L 01 L 01 VE-101 (.30x.60) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 02 L 04 L 04 L 04 C-3 C-3 C-3 C-3 C-3 C-3 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) C-6 C-6 C-6 C-6 C-6 C-6 C-6 VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) 8.700000000000045 9.29999999999984 9.13677576213388 8.71075299841391 9.152471239452666 8.999999999999773 1 2 3 4 5 6 7 4.724999999999454 5.0 4.624999999999545 5.375000000000455 5.394281832302568 4.605718167696523 4.625 5.000000000000455 A B C D E F G H I 4.724999999999454 5.0 4.624999999999545 A B C D 8.700000000000045 1 2 8.999999999999773 6 7 4.606602751625815 5.394281832302568 4.605718167696523 4.625 D´ E F G H 4.420120944203745 5.0 4.388736924878344 1´ 2´ 3´ 4´ 4.420120944203745 5.0 4.388736924878344 1´ 2´ 3´ 4´ 4.606602751625815 D´ E 6.288908871045805 J 8.999999999999773 6 7 8.71075299841391 9.152471239452666 8.999999999999773 4 5 6 7 4.50001037880611 4.499989621193436 K L M 4.50001037880611 4.499989621193436 K L M VE-104 (.30x.65) VE-104 (.30x.65) C-5 C-1 VE-103 (.30x.60) VE-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-103 (.30x.60) C1 C2 C3 C4 C5 C6 COLUMNA AREA TRIBUTARIA PESO AREA DE LA COLUMA LADO (SECCION) CANTIDAD 4.5x2.5=11.25 5 5 03 9X5=45 5 5 26 2.25x 7.5: 16.875 5 5 7.5x 4.5: 33.75 5 5 08 04 5X5=25 5 5 08 7.5X4.93=36.9 5 5 12 P=11.25X1000(4) P=45000 P=11.25X850(1) P=9562.5 PT=54562 AC= P . y(f´c) AC= \L54562 0.10(280) AC= 1948.64 L= 60X35 (4.5X)(2.5X) = 1948.64 X² = 173.21 x=13.16 P=45X1000(4) P=180000 P=45X850(1) P=38250 PT=38250+180000 PT=218250 AC= P . y(f´c) AC= \L218250 0.30(280) AC=2598.2 L=65x35 (9X)(5X) = 2598.2 X² = 57.73 x=7.59 P=25X1000(7) P=175000 P=25X850(1) P=21250 PT=175000+21250 PT=196250 AC= P . y(f´c) AC= \L196250 0.12(240) AC=6814.23 L=80x80 (5X)(5X) = 6814.23 X² = 272.56 x=16.5 P=36.9X1000(3) P=110700 P=36.9X850(1) P=31365 PT= 110700+31365 PT=142065 AC= P . y(f´c) AC= \L142065 0.30(240) AC=1973.12 L=55x35 (7.5X)(4.93X) = 1973.12 X² = 53.47 x=7.3 16.875x1000x3 =50625 16.875x850x1= 14343.75 PESO=64968.75 AC= P . y(f´c) AC= \L64968.75 0.18(240) AC=1503.90 16.875x²= 1503.90 X=9.44 L= 25 X 85 33.75x1000x3 = 101250 33.75x850x1 = 28687.5 PT =104118.5 AC= P . y(f´c) AC= \L104118.5 0.30(240) AC=1446 L= 30X60 (4.5X)(9X) = 1446 X² = 42.8 x=6.54 CUADRO VIGAS TIPO SECCION CANT DIMENSION V101 VE VT VE VT V102 VE VT V103 17 10 16 22 60 17 0.60x0.30cm 0.50x0.30cm 0.60x0.30cm 0.50x0.30cm 0.60x0.30cm 0.60x0.30cm VE V104 10 0.65x0.30cm CUADRO PLACAS TIPO SECCION CANT DIMENSION P1 16 0.30x.250cm CUADRO LOSAS TIPO SECCION CANT DIMENSION L1 10 L2 L3 15 29 0.20cm 0.25cm 0.25cm L4 0.20cm 03 L 04 L 04 L 04 C-3 C-3 C-3 C-3 C-3 C-3 VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) 4.420120944203745 5.0 4.388736924878344 1´ 2´ 3´ 4´ 4.420120944203745 5.0 4.388736924878344 1´ 2´ 3´ 4´ VE-104 (.30x.65) VE-104 (.30x.65) 4.605718167696523 4.625 F H 4.605718167696523 4.625 F H C3 COLUMNA AREA TRIBUTARIA PESO AREA DE LA COLUMA LADO (SECCION) CANTIDAD 5X5=25 P=25X1000(9) P=225000 P=25X850(1) P=21250 PT=225000+21250 PT=246250 AC= P . y(f´c) AC= \L246250 0.12(240) AC=8550 L=0.75x1.00 (5X)(5X) = 8550 X² = 342.01 x=18 5 5 08 CUADRO VIGAS TIPO SECCION CANT DIMENSION V101 VE VT VE VT V102 VE VT V103 17 10 16 22 60 17 0.60x0.30cm 0.50x0.30cm 0.60x0.30cm 0.50x0.30cm 0.60x0.30cm 0.60x0.30cm VE V104 10 0.65x0.30cm CUADRO PLACAS TIPO SECCION CANT DIMENSION P1 6 0.30x.250cm CUADRO LOSAS TIPO SECCION CANT DIMENSION L1 10 L2 L3 15 29 0.20cm 0.25cm 0.25cm L4 0.20cm 03 4.5 4.5 2.5 2.5 45 4.5 2.5 11.25 P=11.25X1000(7) P=78750 P=11.25X850(1) P=9562.5 PT=88312.5 AC= P . y(f´c) AC= \L88312.5 0.10(280) AC= 3154 5 5 L= 60X55 (4.5X)(2.5X) = 3154 X² = 280.36 x=11.25 COLUMNA C-1 COLUMNA C-2 P=45X1000(7) P=315000 P=45X850(1) P=38250 PT=38250+315000 PT=353250 AC= P . y(f´c) AC= \L353250 0.30(280) AC=4205.36 L=60X75 5 5 (9X)(5X) = 4205.36 X² = 93.45 x=9.67 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C5 C5 C6 C6 C6 C5 C6 C6 C6 C6 C3 C3 C3 C3 C3 C3 C3 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 COLUMNA C-4 COLUMNA C-5 COLUMNA C-6 P=36.9X1000(5) P=1845000 P=36.9X850(1) P=31365 PT= 1845000+31365 PT=215865 AC= P . y(f´c) AC= \L215865 0.30(240) AC=2998 L=0.60x50 (7.5X)(4.93X) = 2998 X² = 8125 x=9.2 5 5 16.875x1000x5 =84375 16.875x850x1= 14343.75 PESO=98718.75 AC= P . y(f´c) AC= \L98718.75 0.18(240) AC=2285.16 16.875x²= 22185.16 X=11 L= 60 X 45 5 5 33.75x1000x5 = 168750 33.75x850x1 = 28687.5 PT =197437.5 AC= P . y(f´c) AC= \L197437.5 0.30(240) AC=2742.1875 \W5.80156; • LADO = 33.75x² \W8.57491; 2742.1875 X=9 \W8.90364; L= 60X55 5 5 COLUMNA C-3 36.9 16.87 33.75 25 P=25X1000(9) P=225000 P=25X850(1) P=21250 PT=225000+21250 PT=246250 AC= P . y(f´c) AC= \L246250 0.12(240) AC=8550 L=0.75x1.00 (5X)(5X) = 8550 X² = 342.01 x=18 5 5 Junta Sismica S=3+0.004(H-500) S=3+0.004(3000- 500) S=13cm Junta Sismica S=3+0.004(H-500) S=3+0.004(3000- 500) S=13cm 4.5 4.5 2.5 2.5 45 4.5 2.5 11.25 P=11.25X1000(4) P=45000 P=11.25X850(1) P=9562.5 PT=54562 AC= P . y(f´c) AC= \L54562 0.10(280) AC= 1948.64 5 5 L= 60X35 (4.5X)(2.5X) = 1948.64 X² = 173.21 x=13.16 COLUMNA C-1 COLUMNA C-2 P=45X1000(4) P=180000 P=45X850(1) P=38250 PT=38250+180000 PT=218250 AC= P . y(f´c) AC= \L218250 0.30(280) AC=2598.2 L=65x35 5 5 (9X)(5X) = 2598.2 X² = 57.73 x=7.59 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C5 C5 C6 C6 C6 C5 C6 C6 C6 C6 C3 C3 C3 C3 C3 C3 C3 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 COLUMNA C-4 COLUMNA C-5 COLUMNA C-6 P=36.9X1000(3) P=110700 P=36.9X850(1) P=31365 PT= 110700+31365 PT=142065 AC= P . y(f´c) AC= \L142065 0.30(240) AC=1973.12 L=55x35 (7.5X)(4.93X) = 1973.12 X² = 53.47 x=7.3 5 5 16.875x1000x3 =50625 16.875x850x1= 14343.75 PESO=64968.75 AC= P . y(f´c) AC= \L64968.75 0.18(240) AC=1503.90 16.875x²= 1503.90 X=9.44 L= 25 X 85 5 5 33.75x1000x3 = 101250 33.75x850x1 = 28687.5 PT =104118.5 AC= P . y(f´c) AC= \L104118.5 0.30(240) AC=1446 L= 30X60 5 5 COLUMNA C-3 36.9 16.87 33.75 25 P=25X1000(7) P=175000 P=25X850(1) P=21250 PT=175000+21250 PT=196250 AC= P . y(f´c) AC= \L196250 0.12(240) AC=6814.23 L=80x80 (5X)(5X) = 6814.23 X² = 272.56 x=16.5 5 5 Junta Sismica S=3+0.004(H-500) S=3+0.004(3000- 500) S=13cm Junta Sismica S=3+0.004(H-500) S=3+0.004(3000- 500) S=13cm (4.5X)(9X) = 1446 X² = 42.8 x=6.54 C3 C3 C3 C3 C3 C3 C3 COLUMNA C-3 25 P=25X1000(1) P=25000 P=25X850(1) P=21250 PT=25000+21250 PT=46250 AC= P . y(f´c) AC= \L46250 0.12(240) AC=2473.9 L=40x40 (5X)(5X) = 1605.9 X² = 64.23 x=8 5 5 Junta Sismica S=3+0.004(H-500) S=3+0.004(3000- 500) S=13cm Junta Sismica S=3+0.004(H-500) S=3+0.004(3000- 500) S=13cm 01.00 0.75 C3 COLUMNA AREA TRIBUTARIA PESO AREA DE LA COLUMA LADO (SECCION) CANTIDAD 5X5=25 P=25X1000(9) P=225000 P=25X850(1) P=21250 PT=225000+21250 PT=246250 AC= P . y(f´c) AC= \L246250 0.12(240) AC=8550 L=0.75x1.00 (5X)(5X) = 8550 X² = 342.01 x=18 5 5 08 .70 .60 02 01 04 05 03 06 07 08 01 02 03 04 05 06 07 08 3.00 6.95 .70 .70 7.50 .70 8.00 .70 59.35 .00 4.35 .40 4.00 .50 4.00 .50 2.75 16.50 .50 3.75 .50 4.00 .50 4.00 .50 .55 3.95 .55 .55 3.95 .55 3.68 .55 3.00 .60 3.60 .60 3.90 .60 3.60 .60 4.23 .55 3.95 .55 3.68 .55 4.23 .55 1.68 2.55 6.95 .70 6.95 2.70 4.95 .70 5.57 2.08 46.63 16.00 16.00 39.00 7.65 8.00 8.00 8.00 8.00 8.00 8.00 4.25 4.50 4.50 6.13 4.50 4.50 4.23 7.65 7.65 7.65 7.65 4.20 4.50 4.50 4.20 4.50 4.20 4.80 4.50 4.23 4.76 4.24 4.42 4.42 5.00 4.39 4.61 4.63 4.61 4.63 5.00 4.39 L 04 L 04 L 04 C-3 C-3 C-3 C-3 C-3 C-3 VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) 4.420120944203745 5.0 4.388736924878344 1´ 2´ 3´ 4´ 4.420120944203745 5.0 4.388736924878344 1´ 2´ 3´ 4´ VE-104 (.30x.65) VE-104 (.30x.65) 4.605718167696523 4.625 F H 4.605718167696523 4.625 F H 4.42 4.42 5.00 4.39 4.61 4.63 4.61 4.63 5.00 4.39 L 04 L 04 L 04 C-3 C-3 C-3 C-3 C-3 C-3 VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) VE-104 (.30x.65) 4.420120944203745 5.0 4.388736924878344 1´ 2´ 3´ 4´ 4.420120944203745 5.0 4.388736924878344 1´ 2´ 3´ 4´ VE-104 (.30x.65) VE-104 (.30x.65) 4.605718167696523 4.625 F H 4.605718167696523 4.625 F H 7.65 8.00 8.00 8.00 8.00 8.15 7.85 59.35 4.20 4.50 4.50 16.50 46.63 4.25 4.50 4.50 6.13 4.50 4.56 4.39 4.55 4.50 4.23 16.00 7.65 7.65 16.00 7.65 7.65 39.00 4.20 4.50 4.20 4.80 4.50 4.23 4.76 4.24 .55 .70 1 2 3 4 5 6 7 .70 2.75 2.86 3.95 4.50 .55 3.95 4.50 4.50 4.50 3.30 4.50 7.50 2.33 4.35 7.30 .70 .55 3.95 .55 .55 3.95 .55 3.68 .55 3.95 2.73 3.95 4.50 .55 30.00 4.50 4.50 4.23 4.50 4.50 4.50 .50 3.75 .50 4.00 .50 4.00 .50 .55 3.95 .55 .55 3.95 .55 3.68 .55 3.60 .60 3.90 .60 .55 3.68 .55 46.63 18.74 7.65 8.00 8.00 8.00 8.00 8.00 8.00 4.25 4.50 4.50 6.13 4.50 4.50 4.23 4.20 4.50 4.50 4.20 4.50 4.23 4.76 4.50 4.50 4.50 4.50 .55 3.95 .55 3.95 .55 .55 3.95 .55 3.68 .55 2.73 3.95 4.50 4.50 4.23 4.50 4.50 4.50 3.00 6.95 .70 .70 7.50 .70 8.00 .70 59.35 .00 11.85 .40 4.00 .50 4.00 .50 2.75 16.50 3.00 .60 3.60 .60 4.23 .55 3.95 4.23 .55 1.68 2.55 6.95 .70 6.95 2.70 4.95 5.57 2.08 16.00 39.00 7.65 7.65 7.65 7.65 4.20 4.80 4.50 3.24 2.75 3.95 3.30 4.50 35.33 2.86 6.73 4.50 .55 7.50 3.45 4.35 7.30 .70 5.33 4.50 4.50 4.50 .55 3.95 .55 .55 3.95 .55 3.68 .55 2.73 3.95 4.50 .55 3.95 4.50 4.50 4.23 4.50 4.50 4.50 .50 4.00 .50 .55 3.95 .55 .55 3.95 .55 3.68 .55 3.60 .60 3.90 .60 .55 3.68 .55 6.95 .70 6.95 2.70 4.95 5.57 2.08 37.88 18.74 16.00 7.65 8.00 4.50 6.13 4.50 4.50 4.23 7.65 7.65 7.65 7.65 4.50 4.20 4.50 4.23 4.76 5.61 .00 8.09 .55 3.95 3.30 4.00 .70 43.21 5.33 6.38 .60 3.60 .60 4.23 .55 3.95 4.23 .55 1.68 2.55 46.88 4.20 4.80 4.50 4.24 3.00 6.95 .70 4.50 6.43 2.88 .50 4.00 .50 6.13 4.50 .70 19.35 .70 3.00 3.05 4.95 5.57 2.43 16.70 7.65 7.65 3.00 .70 6.95 .70 4.70 2.95 3.00 22.00 7.65 7.65 7.65 7.65 3.00 .70 6.95 .70 4.70 2.95 3.00 22.00 3.95 .55 .60 3.60 3.90 .60 3.60 .60 4.50 4.20 4.20 .60 13.50 .60 3.60 3.90 .60 3.60 .60 4.50 4.20 4.20 .60 13.50 37.78 4.50 6.13 4.50 4.56 4.39 4.55 4.50 4.23 16.00 7.65 7.65 16.00 7.65 7.65 19.35 7.65 8.00 52.21 4.20 4.50 4.20 4.80 4.50 4.23 4.76 4.24 4.50 6.43 43.21 4.50 6.13 4.50 4.56 4.39 4.55 4.50 4.23 4.50 4.50 4.50 4.50 4.50 4.23 4.76 4.24 52.21 4.50 6.13 7.65 7.65 22.00 7.65 7.65 4.50 4.20 4.20 4.50 4.20 4.20 13.50 22.00 13.50 16.00 7.65 7.65 3.60 .60 3.90 .60 .55 3.68 .55 4.50 4.50 4.23 4.76 3.00 .60 3.60 .60 3.95 4.23 .55 1.68 2.55 39.00 4.50 4.50 4.50 3.24 6.38 .60 3.60 .60 3.90 .60 3.60 .60 4.23 .55 3.95 .55 3.68 .55 4.23 .55 1.68 2.55 46.88 4.50 4.50 4.50 4.50 4.50 4.50 4.23 4.76 4.24 4.50 6.13 8.00 4.50 8.00 4.50 8.00 4.50 .55 .70 .55 .70 8.00 4.50 S=3+0.004(H-500) S=3+0.004(3000- 500) S=13cm JUNTA SISMICA 8.00 4.50 .70 .60 8.00 4.50 .70 .60 .55 .70 .55 .70 .70 .60 .60 .60 .60 .60 .50 .50 .30 .30 .30 .30 .30 .30 .30 .30 .30 .30 .60 .60 .60 .50 .55 .70 .55 .70 .70 .60 .30 .60 .50 .30 .70 .60 PLANTA 1er NIVEL C1 PLANTA 3er NIVEL P=36X1000(9) P=324000 P=36X850(1) P=30600 PT=354600 AC= P . y(f´c) AC= \L354600 0.3(280) AC=4221 L=48.69x86.56 (4.5X)(8X) = 4221 X² = 117.26 x=10.82 .70 .60 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 3 4 5 6 7 8 A B C D E F G H I J K A B C D 1 2 3 6 7 5 E F G H I J K M N VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VE-101 (.30x.60) VT-101 (.30x.50) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VT-102 (.30x.50) VT-102 (.30x.50) VE-102 (.30x.50) VE-102 (.30x.50) VT-102 (.30x.50) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VA-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 VT-104 (.30x.50) VT-104 (.30x.50) VT-104 (.30x.50) VT-104 (.30x.50) VT-104 (.30x.50) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) 5 1 5 5 5 5 5 5 5 2 3 4 5 6 7 8 5 5 5 5 A B C D 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G H I J K 5 5 5 1 2 3 5 5 5 6 7 5 5 5 5 5 5 5 5 5 5 E F G H I J K M N P=36X1000(3) P=252000 P=36X850(1) P=30600 PT=282600 AC= P . y(f´c) AC= \L282600 0.3(240) AC=3925 L=46.98x83.52 (4.5X)(8X) = 3925 X² = 109 x=10.44 .55 .70 1 2 3 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E F G H I J K 5 5 5 PLANTA 3er NIVEL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 3 4 5 6 7 8 A B C D E F G H I J K A B C D 1 2 3 6 7 5 E F G H I J K M N 1 2 3 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E F G H I J K 5 5 5 5 PLANTA 7mo NIVEL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 3 C D E F G H I J K C D 1 2 3 6 7 5 E F G H I J K M N 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E F G H I J K 5 5 5 5 5 5 5 5 5 5 5 C D 5 5 5 5 5 5 5 5 5 5 5 5 6 7 5 5 5 5 5 5 5 5 5 5 5 6 7 5 5 5 5 5 5 5 5 5 5 5 6 7 5 PLANTA 10mo NIVEL 5 5 5 5 5 5 5 5 5 E F G H 5 5 5 5 5 5 5 5 5 5 5 E F G H 5 5 5 5 VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-101 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 VE-104 (.30x.60) VT-104 (.30x.60) VT-104 (.30x.60) VT-104 (.30x.50) VT-104 (.30x.50) VE-104 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 VE-101 (.30x.60) VE-101 VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) PLANTA 7mo NIVEL VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VA-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 (.30x.60) VE-102 VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) 5 5 5 5 5 5 5 5 5 C D E F G H I J K 5 5 5 1 2 3 5 5 5 6 7 5 VT-101 (.30x.50) VT-101 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-101 (.30x.50) VT-102 (.30x.50) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 VE-104 (.30x.60) VT-104 (.30x.60) VT-104 (.30x.60) VT-104 (.30x.50) VT-104 (.30x.50) VE-104 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) VT-102 (.30x.50) PLANTA 10er NIVEL VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VT-101 (.30x.50) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-104 (.30x.60) VE-101 (.30x.60) VT-104 (.30x.50) VT-104 (.30x.50) VT-104 (.30x.50) VT-104 (.30x.50) VT-104 (.30x.50) VT-104 (.30x.50) VT-104 (.30x.50) VT-104 (.30x.50) VT-104 (.30x.50) VT-104 (.30x.50) VT-104 (.30x.50) VT-104 (.30x.50) VT-104 (.30x.50) VT-104 (.30x.50) VE-104 (.30x.60) VE-104 (.30x.60) 5 5 5 5 5 5 5 5 5 5 5 5 E F G H I J K M N 5 5 C D 5 5 5 5 5 5 5 5 5 C D E F G H I J K 5 5 5 5 5 5 5 5 5 E F G H I J K M N 5 5 C D 5 5 5 6 7 5 5 5 5 6 7 5 5 E F G H 5 5 5 5 E F G H 5 5 5 1 2 3 5 5 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E F G H J K M N I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C D E F G H I J K M N 5 5 36 5 5 36 36 5 5 5 5 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C1 C1 C1 C1 C1 C1 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 COLUMNA C1 COLUMNA C3 P=36X1000(7) P=252000 P=36X850(1) P=30600 PT=282600 AC= P . y(f´c) AC= \L282600 0.3(240) AC=3925 L=46.98x83.52 (4.5X)(8X) = 3925 X² = 109 x=10.44 .55 .70 COLUMNA C2 NOTA: ESCALA: FECHA: CAD: LAMINA N°: OBSERVACIONES: DESCRIPCION: CATEDRAS : ALUMNA: TEMA: ORIENTACION: UNIVERSIDAD NACIONAL PEDRO RUIZ GALLO ESCUELA PROFESIONAL DE ARQUITECTURA CURSO: NOTA: ESCALA: FECHA: CAD: LAMINA N°: OBSERVACIONES: DESCRIPCION: CATEDRAS : ALUMNA: TEMA: ORIENTACION: UNIVERSIDAD NACIONAL PEDRO RUIZ GALLO ESCUELA PROFESIONAL DE ARQUITECTURA CURSO: NOTA: ESCALA: FECHA: CAD: LAMINA N°: OBSERVACIONES: DESCRIPCION: CATEDRAS : ALUMNA: TEMA: ORIENTACION: UNIVERSIDAD NACIONAL PEDRO RUIZ GALLO ESCUELA PROFESIONAL DE ARQUITECTURA CURSO: NOTA: ESCALA: FECHA: CAD: LAMINA N°: OBSERVACIONES: DESCRIPCION: CATEDRAS : ALUMNA: TEMA: ORIENTACION: UNIVERSIDAD NACIONAL PEDRO RUIZ GALLO ESCUELA PROFESIONAL DE ARQUITECTURA CURSO: NOTA: ESCALA: FECHA: CAD: LAMINA N°: OBSERVACIONES: DESCRIPCION: CATEDRAS : ALUMNA: TEMA: ORIENTACION: UNIVERSIDAD NACIONAL PEDRO RUIZ GALLO ESCUELA PROFESIONAL DE ARQUITECTURA CURSO: NOTA: ESCALA: FECHA: CAD: LAMINA N°: OBSERVACIONES: DESCRIPCION: CATEDRAS : ALUMNA: TEMA: ORIENTACION: UNIVERSIDAD NACIONAL PEDRO RUIZ GALLO ESCUELA PROFESIONAL DE ARQUITECTURA CURSO: NOTA: ESCALA: FECHA: CAD: LAMINA N°: OBSERVACIONES: DESCRIPCION: CATEDRAS : ALUMNA: TEMA: ORIENTACION: UNIVERSIDAD NACIONAL PEDRO RUIZ GALLO ESCUELA PROFESIONAL DE ARQUITECTURA CURSO: NOTA: ESCALA: FECHA: CAD: LAMINA N°: OBSERVACIONES: DESCRIPCION: CATEDRAS : ALUMNA: TEMA: ORIENTACION: UNIVERSIDAD NACIONAL PEDRO RUIZ GALLO ESCUELA PROFESIONAL DE ARQUITECTURA CURSO: NOTA: ESCALA: FECHA: CAD: LAMINA N°: OBSERVACIONES: DESCRIPCION: CATEDRAS : ALUMNA: TEMA: ORIENTACION: UNIVERSIDAD NACIONAL PEDRO RUIZ GALLO ESCUELA PROFESIONAL DE ARQUITECTURA CURSO: 36 5 5 P=36X1000(7) P=252000 P=36X850(1) P=30600 PT=282600 AC= P . y(f´c) AC= \L282600 0.3(240) AC=3925 L=46.98x83.52 (4.5X)(8X) = 3925 X² = 109 x=10.44 .55 .70 COLUMNA C2 S=3+0.004(H-500) S=3+0.004(3000- 500) S=13cm CÁLCULO JUNTA SISMICA P=36X1000(9) P=324000 P=36X850(1) P=30600 PT=354600 AC= P . y(f´c) AC= \L354600 0.3(280) AC=4221 L=48.69x86.56 (4.5X)(8X) = 4221 X² = 117.26 x=10.82 .70 .60 36 5 5 COLUMNA C3 P=36X1000(9) P=324000 P=36X850(1) P=30600 PT=354600 AC= P . y(f´c) AC= \L354600 0.3(280) AC=4221 L=48.69x86.56 (4.5X)(8X) = 4221 X² = 117.26 x=10.82 .70 .60 36 5 5 COLUMNA C3 S=3+0.004(H-500) S=3+0.004(3000- 500) S=13cm CÁLCULO JUNTA SISMICA C1 C2 C3 COLUMNA LADO (SECCION) CANTIDAD 30 18 22 COLUMNAS .55 .70 .55 .70 .70 .60 LOSAS TIPO CANT DIMENSION L101 32 L102 L103 23 20 0.20cm 0.25cm 0.25cm VIGAS TIPO SECCION CANT V101 VE VT VE VT V102 VE VT 17 10 16 22 60 17 V103 CUADRO PLACAS TIPO CANT DIMENSION P1 16 0.30x.250cm .60 .60 .60 .60 .50 .50 .30 .30 .30 .30 .30 .30 C1 C2 C3 COLUMNA LADO (SECCION) CANTIDAD 12 18 22 COLUMNAS .55 .70 .55 .70 .70 .60 LOSAS TIPO CANT DIMENSION L102 L103 26 22 0.25cm 0.25cm VIGAS TIPO SECCION CANT VE VT V102 VE VT 39 21 60 17 V103 CUADRO PLACAS TIPO CANT DIMENSION P1 09 0.30x.250cm .60 .60 .60 .50 .30 .30 .30 .30 C3 COLUMNA LADO (SECCION) CANTIDAD 09 COLUMNAS .70 .60 LOSAS TIPO CANT DIMENSION L103 12 0.25cm VIGAS TIPO SECCION CANT V101 VE VT 17 14 CUADRO PLACAS TIPO CANT DIMENSION P1 02 0.30x.250cm .60 .50 .30 .30 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C1 C1 C1 C1 C1 C1 C1 C2 C2 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 C3 C3 C3 C3 C3 C3 C3 ÁREAS 3er NIVEL ÁREAS 7mo NIVEL ÁREAS 10mo NIVEL P 1 P 2 P 2 P 3 P 3 P 4 P 2 P 4 P 2 P 2 P 5 P 5 P 6 P 6 P 3 P 3 P 4 P 2 P 4 P 2 P 2 P 5 P 5 P 6

Language	Spanish
Drawing Type	Block
Category	Office
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Elevator
Tags	autocad, banco, bank, beams, block, building, bureau, buro, bürogebäude, business center, centre d'affaires, centro de negócios, DWG, escritório, immeuble de bureaux, la banque, office, office building, plants, prédio de escritórios, slabs, story, structure, walls