Building Structures DWG Block for AutoCAD

10 floors; taking into account only the dictates study

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, orientation, chair: galvez villanueva olenka, vargas karen , student :, sheet :, scale :, date :, seismic joint, beam, cant, picture of beams, table of plates, square of columns, slab, thickness, square of slabs, calculation of beams, plates, calculation of slabs, tributary areas , parking, outdoor hall, elevator hall, vest, plant

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) 3.39 1.00 4.42 5.00 4.39 1.00 3.42 1.00 4.00 1.00 14.81 .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 ASCENSOR ESCALERA EVACUACION ASCENSOR ESCALERA EVACUACION ASCENSOR ESCALERA EVACUACION 1 2 3 4 5 6 7 1 2 3 4 5 6 7 ASCENSOR ASCENSOR ASCENSOR ESCALERA EVACUACION 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 4.77 2.25 2.43 2.29 2.43 2.29 2.29 2.29 2.43 6.05 7.45 4.25 2.43 2.29 5.89 2.53 2.29 2.29 2.29 4.77 2.25 2.43 2.29 2.43 2.43 6.05 7.45 4.25 2.43 2.29 5.89 2.53 2.29 2.29 2.29 4.77 2.25 2.43 2.29 2.43 2.43 6.05 7.45 4.25 2.43 2.29 5.89 2.53 2.29 2.29 2.29 2.43 2.29 2.43 2.43 6.05 2.25 4.77 2.25 4.77 6.80 7.60 9.30 9.14 8.71 9.15 8.70 .60 1.50 4.70 .60 7.00 .60 8.70 .60 8.54 .60 8.11 .60 8.55 .60 6.60 1.50 .60 60.00 6.80 7.60 9.30 9.14 8.71 9.15 8.70 .60 1.50 4.70 .60 7.00 .60 8.70 .60 8.54 .60 8.11 .60 8.55 .60 6.60 1.50 .60 60.00 4.73 4.98 4.74 .55 1.20 2.88 .75 4.25 .73 2.59 1.50 .55 15.00 4.73 4.98 4.74 .55 1.20 2.88 .75 4.25 .73 2.59 1.50 .55 15.00 4.81 4.91 4.63 5.38 5.39 4.61 4.63 5.00 .55 1.50 2.58 .75 4.25 .75 2.38 1.50 .75 1.50 3.13 .75 4.64 .75 3.86 .75 3.88 .75 1.75 2.50 .75 45.03 4.81 4.91 4.63 5.38 5.39 4.61 4.63 5.00 .55 1.50 2.58 .75 4.25 .75 2.38 1.50 .75 1.50 3.13 .75 4.64 .75 3.86 .75 3.88 .75 1.75 2.50 .75 45.00 6.80 7.60 4.32 5.00 4.39 .60 1.50 4.70 .60 5.50 1.50 .60 1.09 3.42 1.00 4.00 1.00 3.39 1.00 29.90 6.80 7.60 4.32 5.00 4.39 .60 1.50 4.70 .60 5.50 1.50 .60 3.42 1.00 4.00 1.00 3.39 1.00 15.00 5.00 5.03 4.28 4.25 .45 1.50 2.30 .50 1.75 2.00 .50 12.00 3.00 8.70 9.15 8.71 .60 1.50 6.60 .60 8.55 .60 6.61 1.50 .60 2.84 30.00 4.58 5.28 4.85 4.85 6.01 1.24 4.24 3.86 14.53 2.20 26.07 .75 2.71 5.79 .75 10.00 9.25 14.81 9.25 .75 10.00 .75 2.71 5.79 .75 2.41 6.09 .75 10.00 9.25 8.70 .60 8.54 .60 8.11 .60 8.55 .60 6.60 1.50 .60 45.00 9.14 8.71 9.15 8.70 10.00 15.00 1.00 3.42 1.00 4.00 1.00 3.39 1.00 14.81 4.42 5.00 4.39 6.80 7.60 9.30 9.14 8.71 9.15 8.70 4.73 4.98 4.74 4.28 4.25 8.70 9.15 8.71 6.80 7.60 4.32 5.00 4.39 4.81 4.91 4.63 5.38 5.39 4.61 4.63 5.00 60.00 15.00 9.00 30.00 40.00 29.90 26.07 10.00 15.00 4.85 2.70 30.00 8.70 9.15 8.71 12.00 4.28 4.25 4.58 5.28 4.85 4.85 6.01 4.58 5.28 4.85 4.85 6.01 26.07 29.90 6.80 7.60 4.32 5.00 4.39 45.03 4.81 4.91 4.63 5.38 5.39 4.61 4.63 5.00 60.00 6.80 7.60 9.30 9.14 8.71 9.15 8.70 15.00 4.73 4.98 4.74 4.85 2.70 10.00 9.25 10.00 9.25 14.81 4.42 5.00 4.39 14.81 4.42 5.00 4.39 29.90 6.80 7.60 4.32 5.00 4.39 45.03 4.81 4.91 4.63 5.38 5.39 4.61 4.63 5.00 60.00 6.80 7.60 9.30 9.14 8.71 9.15 8.70 15.00 4.73 4.98 4.74 45.00 9.14 8.71 9.15 8.70 14.81 4.42 5.00 4.39 10.00 9.25 N \W0.75665; ESCUELA PROFESIONAL \W0.75665; DE ARQUITECTURA \W0.75927; UNIVERSIDAD NACIONAL \W0.75927; PEDRO RUIZ GALLO ORIENTACION CATEDRA: GALVEZ VILLANUEVA OLENKA VARGAS KAREN CURSO: TALLER VERTICAL \W5.97143; V TEMA: \W3.30476; ESPACIO \W3.30476; PUBLICO \W2.70952; URB. SAN \W2.70952; LORENZO ALUMNA: \W0.51763; LLAJA SALAZAR LILIÁN \W0.51763; KENDY LAMINA: ESCALA: \W6.38889; 1/500 \W5.34127; 13 JULIO FECHA: N° LAMINA: .40 0.40 S=3+0.004(H-500) S=3+0.004(3000- 500) S=13cm JUNTA SISMICA .60 .50 .60 .45 1.00 0.75 .60 .55 .60 .75 .60 .55 V101 VIGA PERALTE CUADRO DE VIGAS V102 V103 V104 VE VE VE VE VT VT VT LUZ \fGungsuh|b0|i0|c0|p18;\l12 O LUZ \fGungsuh|b0|i0|c0|p18;\l14 8.40 \fGungsuh|b0|i0|c0|p18;\l12 O 8.40 \fGungsuh|b0|i0|c0|p18;\l14 0.7m 0.6m P= P= P= P= DIMENSION 0.60x0.30cm SECCION CANT 17 LUZ \fGungsuh|b0|i0|c0|p18;\l 5 O LUZ \fGungsuh|b0|i0|c0|p18;\l 6 2.4 \fGungsuh|b0|i0|c0|p18;\l 5 O 2.4 \fGungsuh|b0|i0|c0|p18;\l 6 0.48m 0.40 P= P= P= P= 0.50x0.30cm 10 LUZ \fGungsuh|b0|i0|c0|p18;\l12 O LUZ \fGungsuh|b0|i0|c0|p18;\l14 8.40 \fGungsuh|b0|i0|c0|p18;\l12 O 8.40 \fGungsuh|b0|i0|c0|p18;\l14 0.7m 0.6m P= P= P= P= 16 0.60x0.30cm 0.50x0.30cm 22 LUZ \fGungsuh|b0|i0|c0|p18;\l 5 O LUZ \fGungsuh|b0|i0|c0|p18;\l 6 2.4 \fGungsuh|b0|i0|c0|p18;\l 5 O 2.4 \fGungsuh|b0|i0|c0|p18;\l 6 0.48m 0.40 P= P= P= P= 0.60x0.30cm 60 LUZ \fGungsuh|b0|i0|c0|p18;\l12 O LUZ \fGungsuh|b0|i0|c0|p18;\l14 8.40 \fGungsuh|b0|i0|c0|p18;\l12 O 8.40 \fGungsuh|b0|i0|c0|p18;\l14 0.7m 0.6m P= P= P= P= 17 0.60x0.30cm LUZ \fGungsuh|b0|i0|c0|p18;\l12 O LUZ \fGungsuh|b0|i0|c0|p18;\l14 8.40 \fGungsuh|b0|i0|c0|p18;\l12 O 8.40 \fGungsuh|b0|i0|c0|p18;\l14 0.7m 0.6m P= P= P= P= CUADRO DE PLACAS TIPO SECCION CANT DIMENSION P1 16 0.30x.250cm 01.00 0.75 0.60 0.50 0.60 0.55 0.60 0.75 0.60 0.45 0.60 0.55 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 DE COLUMNAS 10 15 29 0.25cm 0.20cm 03 LOSA ESPESOR CUADRO DE LOSAS L1 DIMENSION 0.20 SECCION CANT L2 L3 L4 Lc \fGungsuh|b0|i0|c0|p18;\l20 E= = 4.5 \fGungsuh|b0|i0|c0|p18;\l20 = 0.225 Lc \fGungsuh|b0|i0|c0|p18;\l20 E= = 5 \fGungsuh|b0|i0|c0|p18;\l20 = 0.25 0.25 Lc \fGungsuh|b0|i0|c0|p18;\l20 E= = 5 \fGungsuh|b0|i0|c0|p18;\l20 = 0.25 Lc \fGungsuh|b0|i0|c0|p18;\l20 E= = 4 \fGungsuh|b0|i0|c0|p18;\l20 = 0.20 .60 .50 .60 .45 .60 .75 .60 .55 .60 .55 .30 .60 .30 .60 .30 .60 .30 .60 .30 .60 .30 .50 .30 .50 .30 .60 .30 .60 .30 .60 .30 .60 .30 .60 .30 .50 .30 .50 .60 .50 .60 .45 .60 .55 .60 .75 .60 .55 1.00 0.75 .30 .60 .30 .60 .30 .60 .60 .55 .60 .75 .30 .60 1.00 0.75 1.00 0.75 1.00 0.75 .60 .55 1.00 0.75 .60 .75 6.80 7.60 9.30 9.14 8.71 9.15 8.70 4.73 4.98 4.74 4.58 5.28 4.85 4.85 6.01 4.28 4.25 8.70 9.15 8.71 6.80 7.60 4.32 5.00 4.39 4.81 4.91 4.63 5.38 5.39 4.61 4.63 5.00 .20 .35 .15 .10 .60 1.50 4.70 .60 7.00 .60 8.70 .60 8.54 .60 8.11 .60 8.55 .60 6.60 1.50 .60 .55 1.20 2.88 .75 4.25 .73 2.59 1.50 .55 .60 1.20 6.90 .60 5.70 1.24 4.24 3.86 14.53 2.20 .45 1.50 2.30 .50 1.75 2.00 .50 .60 1.50 6.60 .60 8.55 .60 6.61 1.50 .60 2.84 .60 1.50 4.70 .60 5.50 1.50 .60 1.09 3.42 1.00 4.00 1.00 3.39 1.00 .55 1.50 2.58 .75 4.25 .75 2.38 1.50 .75 1.50 3.13 .75 4.64 .75 3.86 .75 3.88 .75 1.75 2.50 .75 4.25 7.45 60.00 15.00 15.00 26.07 9.00 30.00 40.00 29.90 10.00 15.00 5.00 .49 2.12 .62 2.12 .62 2.12 .12 .72 1.20 1.20 4.90 .20 .35 .15 .60 .50 .50 1.15 2.35 1.27 .60 2.54 .30 1.15 2.35 1.27 .30 1.95 5.00 2.50 1.50 7.21 .60 5.99 .60 .27 .18 2.13 .12 .71 .30 .30 1.15 2.35 1.27 .30 1.75 2.41 8.70 6.51 2.55 4.90 .60 2.15 .27 5.69 .60 ESCALA 1/125 TEMA: ORIENTACION: EDIFICIO DE OFICINAS Arq° AÑASCO CRUZADO JORGE DESCRIPCION: CATEDRAS : ALUMNOS: PLANTA 3er NIVEL \W2.55993; SISTEMAS \W2.55993; ESTRUCT. CURSO: \W3.11905; *CASAS MECHAS,Juana \W5.83333; \W5.83333; *GONZALEZ TANTAJULCA,Noemy \W2.92857; * LUMBRES \W2.92857; SANCHEZ, Jhon ESCALA: \W8.74474; 1/125 FECHA: \W5.21897; 4-08-2015 PLANTA 3er NIVEL NPT + 6.40 NPT + 6.40 NPT + 6.40 PLANTA 7mo NIVEL 5 5 5 5 5 5 5 5 5 5 5 NPT + 6.40 NPT + 6.40 ASCENSOR ESCALERA EVACUACION 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 7 1 2 3 4 5 6 ESCALERA EVACUACION 1 2 3 4 5 6 PLANTA 9no NIVEL NPT + 6.40 ESCALERA EVACUACION 1 2 3 4 5 6 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) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103(.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VE-101 (.30x.60) 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) VE-101 (.30x.60) VE-101 VE-101 (.30x.60) VE-101 (.30x.60) VE-101 (.30x.60) VE-101 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) 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) VE-104 (.30x.65) VE-104 (.30x.65) VE-103 (.30x.60) VE-103 (.30x.60) 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) VE-104 (.30x.65) VE-104 (.30x.65) PLANTA 1er NIVEL PLANTA 1er NIVEL PLANTA 3er NIVEL 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) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103(.30x.60) VA-103 (.30x.60) VA-103(.30x.60) VA-103 (.30x.60) VA-103(.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103(.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) 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) 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) VE-104 (.30x.65) VE-104 (.30x.65) VE-103 (.30x.60) VE-103 (.30x.60) 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) 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) VT-101 (.30x.50) VT-101 (.30x.50) 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) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 VA-103(.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-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) VA-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VA-103 (.30x.60) VE-103 (.30x.60) VA-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VA-103 (.30x.60) VE-103 (.30x.60) VA-103 (.30x.60) VE-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 VA-103 (.30x.60) VA-103(.30x.60) VA-103 (.30x.60) VA-103(.30x.60) VA-103 (.30x.60) VA-103(.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103(.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) PLANTA 7mo NIVEL 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) VE-104 (.30x.65) VE-104 (.30x.65) 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) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 VA-103(.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-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) VA-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VA-103 (.30x.60) VE-103 (.30x.60) VA-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VE-103 (.30x.60) VA-103 (.30x.60) VE-103 (.30x.60) VA-103 (.30x.60) VE-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 VA-103 (.30x.60) VA-103(.30x.60) VA-103 (.30x.60) VA-103(.30x.60) VA-103 (.30x.60) VA-103(.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103(.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) PLANTA 9no NIVEL VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) ESCALERA EVACUACION 1 2 3 4 5 6 ESCALERA EVACUACION 1 2 3 4 5 6 ASCENSOR ASCENSOR ASCENSOR ASCENSOR ASCENSOR ASCENSOR ASCENSOR ASCENSOR ASCENSOR 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-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-3 C-3 C-3 C-3 C-3 C-3 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 C-3 C-3 C-3 C-3 C-3 C-3 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-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 P-6 C-2 P-6 C-3 C-3 C-3 C-3 C-3 C-3 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-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-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-101 (.30x.50) VE-101 (.30x.60) VT-101 (.30x.50) C-5 C-5 C-5 P-9 C-6 C-6 C-6 C-6 C-6 C-6 C-6 P-10 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-5 C-5 C-5 C-6 C-6 C-6 C-6 C-6 C-6 C-6 P-1 P-1 P-1 P-2 P-3 P-4 P-5 P-7 P-7 P-8 P-6 P-6 P-9 P-10 P-1 P-1 P-1 P-2 P-3 P-4 P-5 P-7 P-7 P-8 P-6 P-6 P-1 P-1 P-1 P-2 P-3 P-4 P-5 P-11 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 2 3 4 5 6 7 8 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 2 3 4 5 6 7 8 A B C D 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D 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 A B C D E F G H 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 5 5 A B C D E F G H I 1´ 2´ 3´ 4´ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 1´ 2´ 3´ 4´ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 1´ 2´ 3´ 4´ 5 5 5 5 5 5 5 5 5 5 5 5 J´ K L 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 7 8 5 5 5 5 5 5 5 5 5 5 5 D´ E G H J 5 5 5 5 5 5 F H 5 5 5 5 5 5 5 F H 5 5 5 5 5 5 F H 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 5 6 7 8 5 5 5 5 5 5 5 5 5 5 5 5 5 1´ 2´ 3´ 4´ VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VA-103 (.30x.60) VE-101 (.30x.60) A B C D 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 2 3 4 5 6 7 8 A B C D E F G H I 1 2 3 1´ 2´ 3´ 4´ 5 6 7 8 J´ K L 5 5 5 5 5 5 5 5 5 5 6 7 8 5 5 5 J´ K L 5 5 5 5 5 D´ E G H J F F 5 5 5 5 5 5 D´ E G H J F 5 5 5 5 5 5 1 2 3 1´ 2´ 3´ 4´ 5 5 5 5 5 5 5 5 5 A B C D E F G H I 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 A B C D 5 5 5 5 5 5 5 5 5 5 1´ 2´ 3´ 4´ 5 5 F H 5 5 F H 5 5 5 5 1´ 2´ 3´ 4´ 5 5 5 5 5 5 1 2 3 1´ 2´ 3´ 4´ 5 5 5 5 5 5 5 5 5 A B C D E F G H I 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 A B C D 5 5 5 5 5 5 5 5 5 4 5 6 7 8 5 5 5 5 1´ 2´ 3´ 4´ 5 5 F H VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VT-103 (.30x.60) VE-101 VE-101 C1 C1 C1 C1 C1 C1 C1 C1 C1 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 C1 C1 C1 C1 C1 C1 C1 C1 C1 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 ÁREAS 3er NIVEL ÁREAS 7mo NIVEL ÁREAS 9no NIVEL C1 C2 C2 C2 C2 C2 C1 C2 C2 C2 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C1 C2 C2 C2 C2 C2 C1 C2 C2 C2 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 COLUMNA C-3 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 .40 0.40 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 .60 .55 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 .60 .75 (9X)(5X) = 4205.36 X² = 93.45 x=9.67 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 .60 .50 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 .60 .45 33.75x1000x5 = 168750 33.75x850x1 = 28687.5 PT =197437.5 AC= P . y(f´c) AC= \L197437.5 0.30(240) AC=2742.1875 \W1.06738; • LADO = 33.75x² \W6.99675; 2742.1875 \W9.94560; \W9.94560; X=9 \W9.94590; L= 60X55 .60 .55 COLUMNA C-3 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 1.00 0.75 8.40 \fGungsuh|b0|i0|c0|p18;\l12 8.40 \fGungsuh|b0|i0|c0|p18;\l14 0.7m 0.6m P= P= P= P= 2.4 \fGungsuh|b0|i0|c0|p18;\l 5 2.4 \fGungsuh|b0|i0|c0|p18;\l 6 0.48m 0.40 P= P= P= P= CALCULO VIGAS TIPO DIMENSION V101 VE VT VE VT V102 VE VT V103 0.60x0.30cm 0.50x0.30cm 0.60x0.30cm 0.50x0.30cm 0.60x0.30cm 0.60x0.30cm VE V104 0.65x0.30cm PLACAS TIPO SECCION DIMENSION P1 0.30x.250cm CALCULO LOSAS TIPO DIMENSION L101 L102 L103 0.20cm 0.25cm 0.25cm L104 0.20cm LUZ \fGungsuh|b0|i0|c0|p18;\l12 O LUZ \fGungsuh|b0|i0|c0|p18;\l14 PERALTE 8.40 \fGungsuh|b0|i0|c0|p18;\l12 8.40 \fGungsuh|b0|i0|c0|p18;\l14 0.7m 0.6m 2.4 \fGungsuh|b0|i0|c0|p18;\l 5 2.4 \fGungsuh|b0|i0|c0|p18;\l 6 0.48m 0.40 8.40 \fGungsuh|b0|i0|c0|p18;\l12 8.40 \fGungsuh|b0|i0|c0|p18;\l14 0.7m 0.6m 8.40 \fGungsuh|b0|i0|c0|p18;\l12 8.40 \fGungsuh|b0|i0|c0|p18;\l14 0.7m 0.6m P= P= P= P= P= P= P= P= P= P= P= P= P= P= P= P= P= P= P= P= 8.40 \fGungsuh|b0|i0|c0|p18;\l12 8.40 \fGungsuh|b0|i0|c0|p18;\l14 0.7m 0.6m Lc \fGungsuh|b0|i0|c0|p18;\l20 E= = 4.5 \fGungsuh|b0|i0|c0|p18;\l20 = 0.225 Lc \fGungsuh|b0|i0|c0|p18;\l20 E= = 5 \fGungsuh|b0|i0|c0|p18;\l20 = 0.25 Lc \fGungsuh|b0|i0|c0|p18;\l20 E= = 5 \fGungsuh|b0|i0|c0|p18;\l20 = 0.25 Lc \fGungsuh|b0|i0|c0|p18;\l20 E= = 4 \fGungsuh|b0|i0|c0|p18;\l20 = 0.20 ESPESOR TEMA: ORIENTACION: EDIFICIO DE OFICINAS Arq° AÑASCO CRUZADO JORGE DESCRIPCION: CATEDRAS : ALUMNOS: ÁREAS TRIBUTARIAS \W2.55993; SISTEMAS \W2.55993; ESTRUCT. CURSO: \W5.91667; * LUMBRES SANCHEZ, Jhon ESCALA: \W8.74474; 1/125 TEMA: ORIENTACION: EDIFICIO DE OFICINAS Arq° AÑASCO CRUZADO JORGE DESCRIPCION: CATEDRAS : ALUMNOS: PLANTA 3er NIVEL \W2.55993; SISTEMAS \W2.55993; ESTRUCT. CURSO: \W8.73810; * LUMBRES SANCHEZ, Jhon ESCALA: \W8.74474; 1/125 FECHA: \W5.21897; 4-08-2015 TEMA: ORIENTACION: EDIFICIO DE OFICINAS Arq° AÑASCO CRUZADO JORGE DESCRIPCION: CATEDRAS : ALUMNOS: PLANTA 7mo NIVEL \W2.55993; SISTEMAS \W2.55993; ESTRUCT. CURSO: \W8.73810; * LUMBRES SANCHEZ, Jhon ESCALA: \W8.74474; 1/125 FECHA: \W5.21897; 4-08-2015 TEMA: ORIENTACION: EDIFICIO DE OFICINAS Arq° AÑASCO CRUZADO JORGE DESCRIPCION: CATEDRAS : ALUMNOS: PLANTA 9no NIVEL \W2.55993; SISTEMAS \W2.55993; ESTRUCT. CURSO: \W8.73810; * LUMBRES SANCHEZ, Jhon ESCALA: \W8.74474; 1/125 FECHA: \W5.21897; 4-08-2015 3er NIVEL TEMA: ORIENTACION: EDIFICIO DE OFICINAS Arq° AÑASCO CRUZADO JORGE DESCRIPCION: CATEDRAS : ALUMNOS: ÁREAS TRIBUTARIAS \W2.55993; SISTEMAS \W2.55993; ESTRUCT. CURSO: \W5.91667; * LUMBRES SANCHEZ, Jhon ESCALA: \W8.74474; 1/125 7mo NIVEL TEMA: ORIENTACION: EDIFICIO DE OFICINAS Arq° AÑASCO CRUZADO JORGE DESCRIPCION: CATEDRAS : ALUMNOS: ÁREAS TRIBUTARIAS \W2.55993; SISTEMAS \W2.55993; ESTRUCT. CURSO: \W5.91667; * LUMBRES SANCHEZ, Jhon ESCALA: \W8.75892; 1/250 ESCALA: \W8.74474; 1/125 9no NIVEL TEMA: ORIENTACION: EDIFICIO DE OFICINAS Arq° AÑASCO CRUZADO JORGE DESCRIPCION: CATEDRAS : ALUMNOS: PLANTA 3er NIVEL \W2.55993; SISTEMAS \W2.55993; ESTRUCT. CURSO: \W8.73810; * LUMBRES SANCHEZ, Jhon ESCALA: \W8.74474; 1/125 FECHA: \W5.21897; 4-08-2015 TEMA: ORIENTACION: EDIFICIO DE OFICINAS Arq° AÑASCO CRUZADO JORGE DESCRIPCION: CATEDRAS : ALUMNOS: PLANTA 3er NIVEL \W2.55993; SISTEMAS \W2.55993; ESTRUCT. CURSO: \W8.73810; * LUMBRES SANCHEZ, Jhon ESCALA: \W8.74474; 1/125 FECHA: \W5.21897; 4-08-2015 TEMA: ORIENTACION: EDIFICIO DE OFICINAS Arq° AÑASCO CRUZADO JORGE DESCRIPCION: CATEDRAS : ALUMNOS: PLANTA 7mo NIVEL \W2.55993; SISTEMAS \W2.55993; ESTRUCT. CURSO: \W8.73810; * LUMBRES SANCHEZ, Jhon ESCALA: \W8.74474; 1/125 FECHA: \W5.21897; 4-08-2015 TEMA: ORIENTACION: EDIFICIO DE OFICINAS Arq° AÑASCO CRUZADO JORGE DESCRIPCION: CATEDRAS : ALUMNOS: PLANTA 9no NIVEL \W2.55993; SISTEMAS \W2.55993; ESTRUCT. CURSO: \W8.73810; * LUMBRES SANCHEZ, Jhon ESCALA: \W8.74474; 1/125 FECHA: \W5.21897; 4-08-2015 C1 C2 C3 C4 C5 C6 COLUMNA LADO (SECCION) CANTIDAD 03 26 08 04 08 12 CUADRO DE COLUMNAS .60 .55 .60 .75 .60 .50 .60 .45 .60 .55 CUADRO VIGAS TIPO SECCION CANT V101 VE VT VE VT V102 VE VT V103 17 10 16 22 60 17 VE V104 10 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 .30 .60 .30 .60 .30 .60 .30 .60 .30 .60 .30 .50 .30 .50 C1 C2 C3 C4 C5 C6 COLUMNA LADO (SECCION) CANTIDAD 10 26 08 04 08 12 CUADRO DE COLUMNAS .60 .55 .60 .75 .60 .50 .60 .45 .60 .55 CUADRO VIGAS TIPO SECCION CANT V101 VE VT VE VT V102 VE VT V103 17 10 16 22 60 17 VE V104 10 CUADRO PLACAS TIPO SECCION CANT DIMENSION P1 16 0.30x.250cm CUADRO LOSAS TIPO SECCION CANT DIMENSION L101 10 L102 L103 15 29 0.20cm 0.25cm 0.25cm L104 0.20cm 03 .30 .60 .30 .60 .30 .60 .30 .60 .30 .60 .30 .50 .30 .50 C1 C2 C3 COLUMNA LADO (SECCION) CANTIDAD 03 26 08 CUADRO DE COLUMNAS .60 .55 .60 .75 1.00 0.75 CUADRO VIGAS TIPO SECCION CANT VE VT V103 60 17 VE V104 10 CUADRO PLACAS TIPO SECCION CANT DIMENSION P1 16 0.30x.250cm CUADRO LOSAS L103 29 0.25cm L104 0.20cm 03 .30 .60 .30 .60 .30 .60 C3 COLUMNA LADO (SECCION) CANTIDAD 08 CUADRO DE COLUMNAS 1.00 0.75 CUADRO VIGAS TIPO SECCION CANT VE V104 10 CUADRO PLACAS TIPO SECCION CANT DIMENSION P1 05 0.30x.250cm CUADRO LOSAS L104 0.20cm 03 .30 .60 1.00 0.75 1.00 0.75 C5 CALCULO VIGAS TIPO DIMENSION VE VT V103 0.60x0.30cm 0.60x0.30cm VE V104 0.65x0.30cm PLACAS TIPO SECCION DIMENSION P1 0.30x.250cm CALCULO LOSAS TIPO DIMENSION L103 0.25cm L104 0.20cm LUZ \fGungsuh|b0|i0|c0|p18;\l12 O LUZ \fGungsuh|b0|i0|c0|p18;\l14 PERALTE 8.40 \fGungsuh|b0|i0|c0|p18;\l12 8.40 \fGungsuh|b0|i0|c0|p18;\l14 0.7m 0.6m 8.40 \fGungsuh|b0|i0|c0|p18;\l12 8.40 \fGungsuh|b0|i0|c0|p18;\l14 0.7m 0.6m P= P= P= P= P= P= P= P= P= P= P= P= 8.40 \fGungsuh|b0|i0|c0|p18;\l12 8.40 \fGungsuh|b0|i0|c0|p18;\l14 0.7m 0.6m Lc \fGungsuh|b0|i0|c0|p18;\l20 E= = 5 \fGungsuh|b0|i0|c0|p18;\l20 = 0.25 Lc \fGungsuh|b0|i0|c0|p18;\l20 E= = 4 \fGungsuh|b0|i0|c0|p18;\l20 = 0.20 ESPESOR CALCULO VIGAS TIPO DIMENSION VE V104 0.65x0.30cm PLACAS TIPO SECCION DIMENSION P1 0.30x.250cm CALCULO LOSAS TIPO DIMENSION L104 0.20cm LUZ \fGungsuh|b0|i0|c0|p18;\l12 O LUZ \fGungsuh|b0|i0|c0|p18;\l14 PERALTE P= P= P= P= 8.40 \fGungsuh|b0|i0|c0|p18;\l12 8.40 \fGungsuh|b0|i0|c0|p18;\l14 0.7m 0.6m Lc \fGungsuh|b0|i0|c0|p18;\l20 E= = 4 \fGungsuh|b0|i0|c0|p18;\l20 = 0.20 ESPESOR 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 .60 .55 L= 60X55 (4.5X)(2.5X) = 3154 X² = 280.36 x=11.25 COLUMNA C-1 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 1.00 0.75 COLUMNA C-3 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 .60 .75 (9X)(5X) = 4205.36 X² = 93.45 x=9.67 a a a b b d c c c c c c a b b d c c c c c c d c c c c c c d a a A B C D 1 4 2 6 1 6 2 6 ASCENSOR ASCENSOR ASCENSOR ESCALERA EVACUACION ASCENSOR ESCALERA EVACUACION 2 3 5 6 1 3 4 5 2 3 4 5 7 1 5 3 4 3 1 2 4 5 6 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 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 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 A B C D E F G H I 1 2 3 1´ 2´ 3´ 4´ 5 6 7 8 D´ E F G H J J´ K L 5 01 03 04 06 10 11 12 14 18 16 19 21 23 29 26 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 07 08 25 5 5 5 5 5 5 5 5 5 5 5 NPT + 0.00 ESTACIONAMIENTO 5 5 5 5 5 5 5 32 33 30 31 5 5 5 5 NPT + 0.40 HALL EXTERIOR NPT + 0.40 HALL DE ASCENSORES NPT + 0.40 HALL EXTERIOR NPT + 0.10 VEST NPT + 0.10 5 5 5 5 5 5 FECHA: \W5.21897; 4-08-2015 FECHA: \W5.21897; 4-08-2015 FECHA: \W5.21897; 4-08-2015 TEMA: ORIENTACION: EDIFICIO DE OFICINAS Arq° AÑASCO CRUZADO JORGE DESCRIPCION: CATEDRAS : ALUMNOS: PLANTA \W2.55993; SISTEMAS \W2.55993; ESTRUCT. CURSO: \W8.73810; * LUMBRES SANCHEZ, Jhon ESCALA: \W8.74474; 1/125 FECHA: \W5.21897; 4-08-2015 1er NIVEL

Language	Spanish
Drawing Type	Block
Category	Office
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Elevator, Parking
Tags	account, autocad, banco, bank, block, building, bureau, buro, bürogebäude, business center, centre d'affaires, centro de negócios, DWG, escritório, floors, immeuble de bureaux, la banque, office, office building, prédio de escritórios, structures, study

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