Joist Sistem DWG Block for AutoCAD

Joist Sistem

Drawing labels, details, and other text information extracted from the CAD file:

ipr, ipc, vc ipr, ipr, vc ipr, nsle, nsf, nsla, ipr, ipr, vc ipr, detalle entrepiso, corte, ipr, n.s.va, ipc, ipr, ipr, ipr, ipr, ipr, n.s.vc, n.s.va, ipr, vija joist entrepiso, nsle, ipc, ipc, vija joist entrepiso, nsle, ipr, vc ipr, vc ipr, vija joist azotea, nsla, vc ipr, vc ipr, vija joist azotea, nsla, detalle de conexion de vigas joist en azotea, vista en planta, long. de apoyo, vc ipr, vista en planta, detalle de conexion de vigas joist en entrepiso, long. de apoyo, ipc, vista en planta, long. de apoyo, detalle de conexion de viga joist en entrepiso, ipr, vista en planta, long. de apoyo, detalle de conexion de viga joist en azotea, vc ipr, n.s.f., n.s.vc, n.s.vc, n.s.l.a., n.s.l.e., n.s.vc, n.s.l.a., n.s.vc, n.s.f., ipr, ipr, ipr, ipr, ipr, ipr, ipr, ipr, ipr, ipr, corte longitudinal, esc., acotaciones en milimetros, losa solida de concreto, f’c, losa solida de concreto, f’c, losa solida de concreto, ipr, ipr, ipr, corte, ipr, ipr, ipr, n.s.vc, ipr, n.s.vc, n.s.va, firme de concreto, f’c espesor, firme de concreto, f’c espesor, ipr, ipr, n.s.va, ipr, ipr, ipr, ipr, ipc, ipr, ipr, ipr, n.s.va, ipr, n.s.vc, detalle azotea, detalle entrepiso, n.s.va, n.s.vc, n.s.vc, ipc, ipr, ipr, ipr, ipr, n.s.vc, clip, clip, clip, plb, clip, clip, plb, clip, clip, clip, n.s.vc, ipr, ipr, ipc, n.s.vc, n.s.vc, n.s.va, detalle entrepiso, detalle azotea, ipr, ipr, ipr, n.s.va, ipr, ipr, n.s.va, n.s.vc, ipr, n.s.vc, ipr, ipr, ipr, corte, ipr, ipr, ipr, corte, planta, plano de detalles, sistemas estructurales vi, ing. davyd ramirez, alumnos:, catedratico:, escala, plano, san nicolas de los n.l. de noviembre de, de conexiones, san nicolas de los n.l. de noviembre de, plano, escala, catedratico:, alumnos:, ing. davyd ramirez, sistemas estructurales vi, plano de detalles, de conexiones, san nicolas de los n.l. de noviembre de, plano, escala, catedratico:, alumnos:, ing. davyd ramirez, sistemas estructurales vi, plano de detalles, de conexiones, san nicolas de los n.l. de noviembre de, plano, escala, catedratico:, alumnos:, ing. davyd ramirez, sistemas estructurales vi, plano de detalles, corte, ipr, clip, clip, ipr, ipr, ipr, detalle azotea, n.s.vc, ipr, n.s.va, ipr, ipr, ipr, ipc, ipr, planta, corte, losa solida de concreto, f’c, losa solida de concreto, ipr, ipr, n.s.vc, n.s.l.a., n.s.l.a., n.s.vc, f’c espesor, firme de concreto, f’c espesor, firme de concreto, losa solida de concreto, f’c, losa solida de concreto, acotaciones en milimetros, esc., corte longitudinal, ipr, ipr, ipr, ipr, ipr, ipr, ipr, ipr, n.s.f., n.s.vc, n.s.l.e., n.s.vc, n.s.f., n.s.f., n.s.vc, n.s.l.e., n.s.vc, n.s.f., ipr, ipr, ipr, ipr, ipr, ipr, ipr, ipr, corte longitudinal, esc., acotaciones en milimetros, losa solida de concreto, f’c, losa solida de concreto, firme de concreto, f’c espesor, firme de concreto, f’c espesor, n.s.vc, n.s.l.a., n.s.l.a., n.s.vc, ipr, ipr, losa solida de concreto, f’c, losa solida de concreto, sistemas estructurales vi, ing. davyd ramirez, alumnos:, catedratico:, escala, plano, san nicolas de los n.l. de noviembre de, estructural longitudinal, san nicolas de los n.l. de noviembre de, plano, escala, catedratico:, alumnos:, ing. davyd ramirez, sistemas estructurales vi, plano de corte, vista azotea, ipr, vc ipr, ipr, ipr, ipr, ipr, ipr, ipr, ipr, ipr, planta, ipr, ip

Raw text data extracted from CAD file:

9,000 9,000 8,670 8,670 3,800 3,800 0,600 3,343 3,343 8,350 3,800 3,720 8,746 8,746 18,000 18,000 9,000 9,000 222.2 457.00 165.1 203.2 457.00 222.2 177.8 7000.00 8000.00 3800.00 3800.00 -37.81834243300521 -37.81834243300521 C4 IPR 18″X 8 3/4″ W= 95.4 KG/ML C4-E IPR 18″X 11 3/4″ W= 143 KG/ML VC-E-3 IPC 24″X 12″ W= 112.6 KG/ML VC 3 IPR 18″X 11 3/4″ W= 143 KG/ML C6 IPR 14″X 6 3/4″ W= 50.29 KG/ML C6-E IPR 16″X 7″ W= 67.1 KG/ML VC-E 5 IPR 18″X 11 3/4″ W= 143 KG/ML 3 VC 5 IPR 18″X 7 1/2″ W= 74.4 KG/ML VJ-E-2 64-H-8 W= 19.15 KG/ML NSLE 4130 NSF 250 NSV-J-E-2 4056 VJ 2 18-H-8 W= 18 KG/ML NSLA 7920 2 NSV-J 2 7856 -37.81834243300521 -37.81834243300521 VJ-E-1 18-H-6 W= 13.9 KG/ML C2-E IPR 12″X 8″ W= 74.5 KG/ML VC-E-1 IPR 18″X 8 3/4″ W= 126.7 KG/ML VJ1 18-H-7 W= 15.4 KG/ML 1 C2 IPR 12″X 6 1/2″ W= 52.1 KG/ML VC 1 IPR 18″X 7 1/2″ W= 74.4 KG/ML 178 7760 298 6750 203 165 7800 222 6810 165 -39.00396899280979 -39.00396899280979 -39.00396899280979 -39.00396899280979 -39.00396899280979 -39.00396899280979 -39.00396899280979 -39.00396899280979 -39.00396899280979 -39.00396899280979 165.1 298.00 DETALLE B – 2 ENTREPISO CORTE H – H -22.69004506388412 C4-E IPR 18″X 11 3/4″ W= 143 KG/ML C4 IPR 18″X 8 3/4″ W= 95.4 KG/ML 2 7.7 177.8 12.8 380.8 12.8 12.8 380.8 12.8 177.8 7.7 406.4 7″ x 9″ x 1″ M #10 N.S.VA -2. + 7,850 7 6 VC-E-3 IPC 24″X 12″ W= 112.6 KG/ML VA-E-2 IPR 16″X7″ W=59.52 KG/M W=59.52 KG/M IPR 16″X7″ VA-E-2 406.4 406.4 380.8 IPR 18″X8 3/4″ 12.8 9 M #7 7″ x 8″ x 3/4″ 7″ x 8″ x 3/4″ M #7 9″ x 7″ x 1″ M #6 W=126.7 KG/M IPR 12″X8″ C2-E VA-E-2 IPR 16″X7″ W=59.52 KG/M 52.87581288696294 W=74.5 KG/M 1 7.7 177.8 12.8 9 VC-E-1 + 4,050 N.S.VC -1. N.S.VA -2. + 4,050 298.00 640 85 298 457 610 7698.5 305 61° 610 610 610 610 610 610 610 610 610 610 610 610 340 340 80 150 8000 640 100 100 450 610 610 610 610 610 610 610 610 610 610 450 460 85 305 6736.6 222 610 457 7000 61° 460 85 100 100 450 610 610 610 610 610 610 610 610 610 610 450 7000 460 85 460 85 457 457 298 6755.75 190.5 100 100 150 150 61 610 610 610 610 610 610 610 610 610 610 610 610 340 340 8000 150 190.5 7755.75 298 457 457 85 460 460 85 100 100 100 100 298 460 460 298 100 100 460 640 305 305 100 190.5 190.5 457 457 222 460 460 100 222 -59.93442329777108 -59.93442329777108 -59.93442329777108 VC-E 5 IPR 18″X 11 3/4″ W= 143 KG/ML -59.93442329777108 -59.93442329777108 -59.93442329777108 -59.93442329777108 -59.93442329777108 -59.93442329777108 VIJA JOIST ENTREPISO 2 -59.93442329777108 -59.93442329777108 -59.93442329777108 -59.93442329777108 -59.93442329777108 -59.93442329777108 -59.93442329777108 -59.93442329777108 A A NSLE 4130 VJ-E-2 64-H-8 W= 19.15 KG/ML -59.93442329777108 -59.93442329777108 -59.93442329777108 -59.93442329777108 -59.93442329777108 -59.93442329777108 -59.93442329777108 -59.93442329777108 -59.93442329777108 -59.93442329777108 VC-E-3 IPC 24″X 12″ W= 112.6 KG/ML NSV-J-E-2 4056 -59.93442329777108 -60.0009232977709 -60.0009232977709 -60.0009232977709 -60.0009232977709 -60.0009232977709 NSV-J-E-2 4056 -60.0009232977709 -60.0009232977709 -60.0009232977709 -60.0009232977709 -60.0009232977709 -60.0009232977709 -60.0009232977709 -60.0009232977709 VC-E-3 IPC 24″X 12″ W= 112.6 KG/ML A A -60.0009232977709 -60.0009232977709 -60.0009232977709 -60.0009232977709 -60.0009232977709 VIJA JOIST ENTREPISO 1 NSLE 4130 VJ-E-1 18-H-6 W= 13.9 KG/ML -60.0009232977709 -60.0009232977709 -60.0009232977709 -60.0009232977709 -60.0009232977709 -60.0009232977709 -60.0009232977709 -60.0009232977709 VC-E-1 IPR 18″X 8 3/4″ W= 126.7 KG/ML -55.40539988008902 -55.40539988008902 -55.40539988008902 -55.40539988008902 -55.40539988008902 VC 3 IPR 18″X 11 3/4″ W= 143 KG/ML -55.40539988008902 -55.40539988008902 VC 5 IPR 18″X 7 1/2″ W= 74.4 KG/ML -55.40539988008902 -55.40539988008902 VJ 2 18-H-8 W= 18 KG/ML -55.40539988008902 -55.40539988008902 -55.40539988008902 -55.40539988008902 -55.40539988008902 -55.40539988008902 VIJA JOIST AZOTEA 2 A -55.40539988008902 -55.40539988008902 -55.40539988008902 -55.40539988008902 -55.40539988008902 -55.40539988008902 NSLA 7920 -55.40539988008902 -55.40539988008902 -55.40539988008902 -55.40539988008902 -55.40539988008902 -55.40539988008902 NSV-J 2 7856 -56.22694016503782 -56.22694016503782 -56.22694016503782 -56.22694016503782 -56.22694016503782 -56.22694016503782 -56.22694016503782 -56.22694016503782 -56.22694016503782 VC 3 IPR 18″X 11 3/4″ W= 143 KG/ML VJ1 18-H-7 W= 15.4 KG/ML -56.22694016503782 -56.22694016503782 VC 1 IPR 18″X 7 1/2″ W= 74.4 KG/ML -56.22694016503782 -56.22694016503782 -56.22694016503782 -56.22694016503782 -56.22694016503782 -56.22694016503782 -56.22694016503782 -56.22694016503782 -56.22694016503782 VIJA JOIST AZOTEA 1 -56.22694016503782 A NSV-J 2 7856 NSLA 7920 -56.22694016503781 -56.22694016503782 -56.22694016503782 -56.22694016503782 -56.22694016503782 DETALLE DE CONEXION DE VIGAS JOIST EN AZOTEA VJ-1 Y VJ-2 -53.65684182768457 VJ1 VJ 2 VISTA EN PLANTA -53.65684182768457 -53.65684182768457 -53.65684182768457 VJ 2 18-H-8 W= 18 KG/ML VJ1 18-H-7 W= 15.4 KG/ML LONG. DE APOYO -53.65684182768457 -53.65684182768457 VC 3 IPR 18″X 11 3/4″ W= 143 KG/ML -50.92900277519684 VISTA EN PLANTA VJ-E-1 VJ-E-2 -50.92900277519684 -50.92900277519684 -50.92900277519684 DETALLE DE CONEXION DE VIGAS JOIST EN ENTREPISO VJ-E-1 Y VJ-E-2 LONG. DE APOYO -50.92900277519684 -50.92900277519684 VJ-E-1 18-H-6 W= 13.9 KG/ML VJ-E-2 64-H-8 W= 19.15 KG/ML VC-E-3 IPC 24″X 12″ W= 112.6 KG/ML VISTA EN PLANTA VJ-E-1 -50.64034556710067 VJ-E-1 18-H-6 W= 13.9 KG/ML LONG. DE APOYO -50.64034556710067 DETALLE DE CONEXION DE VIGA JOIST EN ENTREPISO VJ-E-1 -50.64034556710067 -50.64034556710067 -50.64034556710067 VC-E-1 IPR 18″X 8 3/4″ W= 126.7 KG/ML -53.36224235696962 -53.36224235696962 VJ 1 -53.36224235696962 VISTA EN PLANTA -53.36224235696962 VJ1 18-H-7 W= 15.4 KG/ML -53.36224235696962 LONG. DE APOYO DETALLE DE CONEXION DE VIGA JOIST EN AZOTEA VJ-1 VC 1 IPR 18″X 7 1/2″ W= 74.4 KG/ML 2 5 5 5 5 5 5 5 N.S.F. 250 + 4,050 N.S.VC – E -1 + 7,850 N.S.VC -1. N.S.L.A. + 7,920 + 4,130 N.S.L.E. N.S.L.E. + 4,130 N.S.VC – E -1 + 4,050 + 7,920 N.S.L.A. N.S.VC -1. + 7,850 N.S.F. 250 IPR 18″X71/2″ W=74.4 KG/M VC-1 W=74.4 KG/M IPR 18″X71/2″ VC-1 VC – E -1 IPR 18″X8 3/4″ W=126.7 KG/M W=126.7 KG/M IPR 18″X8 3/4″ VC – E -1 C-1 IPR 8″X8″ W=71.42 KG/M W=71.42 KG/M IPR 8″X8″ C-1 W=44.64 KG/M IPR 12″X61/2\H1.176x;” C-2 A B C C2- E IPR 12″X8″ W=74.50 KG/M W=56.60 KG/M IPR 16″X6 3/4″ C1- E C1- E IPR 16″X6 3/4″ W=56.60 KG/M 5 5 5 80 457 70 530 D6 – B1 D7 – B1 M #3 M #3 M #3 M #3 M #2 M #2 M #1 M #1 CORTE LONGITUDINAL ESC. 1:50 355.6 304.8 355.6 ACOTACIONES EN MILIMETROS LOSA SOLIDA DE CONCRETO f’c = 100kg/cm2 f’c = 100kg/cm2 LOSA SOLIDA DE CONCRETO LOSA SOLIDA DE CONCRETO f’c = 100kg/cm2 f’c = 100kg/cm2 LOSA SOLIDA DE CONCRETO 5 5 457 600 150 5 5 203.2 304.8 203.2 A A B B VC-1 IPR 18″X71/2″ W=74.4 KG/M W=74.4 KG/M IPR 18″X71/2″ VC-1 IPR 12″X4″ VA-2 W=28.17 KG/M B 1 191 191 M #2 CORTE E – E 457.2 9 190 C-2 IPR 12″X61/2\H1.176x;” W=44.64 KG/M VC-1 IPR 18″X71/2″ W=74.4 KG/M W=74.4 KG/M IPR 18″X71/2″ VC-1 14.5 428 14.5 + 7,850 N.S.VC -1. W=28.17 KG/M VA-2 IPR 12″X4″ 11.2 11.2 282 304.8 165 6.6 228.6 428.2 14.5 14.5 N.S.VC -1. + 7,850 14.5 14.5 428.2 114.3 114.3 228.6 228.6 114.3 114.3 228.6 228.6 228.6 304.8 282.4 11.2 11.2 B 1 N.S.VA -2. FIRME DE CONCRETO f’c = 100kg/cm2 ESPESOR 150mm FIRME DE CONCRETO f’c = 100kg/cm2 ESPESOR 150mm M #6 9 203.2 304.8 272.2 16.3 16.3 VC – E -1 IPR 18″X8 3/4″ W=126.7 KG/M W=126.7 KG/M IPR 18″X8 3/4″ VC – E -1 228.6 228.6 304.8 16.3 16.3 272.2 114.3 114.3 415 228.6 228.6 21.1 457.2 12.1 222.2 415 21.1 N.S.VA -2. IPR 16″X7″ VA- E -2 W=59.52 KG/M 11.2 11.2 282.4 304.8 W=44.64 KG/M IPR 12″X61/2\H1.176x;” C-2 W=74.50 KG/M IPR 12″X8″ C2- E W=95.4 KG/M IPR 18″X83/4\H1.176x;” C-6 W=82.6 KG/M IPC 24″X12″ VC-2 W=143 KG/M IPR 18″X113/4\H1.2x;” VC-3 IPR 12″X4″ VA-2 W=28.17 KG/M W=28.17 KG/M VA-2 IPR 12″X4″ C C B 298 304.8 102 102 N.S.VA -2. 2 17.4 17.4 422.4 457.2 10.2 222.2 IPR 12″X4″ VA-2 W=28.17 KG/M N.S.VC -1. + 7,850 DETALLE B – 2 AZOTEA DETALLE B – 1 AZOTEA DETALLE B – 1 ENTREPISO DETALLE B – 2 ENTREPISO N.S.VA -2. 1 B 21 21 415 457 228.6 144 304.8 152.4 304.8 228.6 114.3 114.3 577.8 15.9 15.9 + 7,850 N.S.VC -1. 25 25 407.2 228.6 13 298 457.2 415.2 21 457.2 15 298 25 25 N.S.VC -1. + 4,050 577.8 304.8 7.9 M #9 609.6 W=112.6 KG/M IPC 24″ X 12″ VC – E -3 VC – E -2 IPR 18″ X 11 3/4″ W=170 KG/M 15.9 15.9 152.4 21 C4 – E \A1;IPR 18″ X 11 \S3/4;\H1.333x;” W=143 KG/M VA – E -2 IPR 16″ X 7″ W=59.52 KG/M 407.2 VC-3 IPR 18″X113/4\H1.2x;” W=143 KG/M 228.6 415.2 21 21 228.6 114.3 114.3 W=143 KG/M IPR 18″X113/4\H1.2x;” VC-3 228.6 228.6 + 7,850 + 7,850 N.S.VC -1. + 4,050 + 4,050 + 4,050 298 457.2 415.2 21 13 21 8 13 13 8 8 8 CLIP \A1;12″ x 6″ x \S5#8;\H1.429x;” 9″ x 5″ x 1″ CLIP 21.1 21.1 21.1 415 222.2 12.1 457.2 21.1 228.6 228.6 114.3 114.3 21.1 21.1 415 9 CLIP 9″ x 4″ x 1″ 9 PLB 9 8 8 9 7 M #8 11″ x 9″ x 1″ \A1;11″ x 12″ x \S5#8;\H1.429x;” CLIP 9″ x 4″ x 1″ 9″ x 7″ x 1″ 9″ x 7″ x 1″ M #6 \A1;CLIP 9″ x 3″ x \S5#8;\H1.429x;” \A1;CLIP 9″ x 3″ x \S5#8;\H1.429x;” 6 7 7 7 6 \A1;9″ x 6″ x \S5#8;\H1.429x;” \A1;9″ x 6″ x \S5#8;\H1.429x;” M #2 M #3 4″ x 6″ x 1/2″ 7″ x 8″ x 3/4″ M #7 M #10 7″ x 9″ x 1″ M #3 M #4 7″ x 9″ x 1″ M #14 M #7 7″ x 8″ x 3/4″ 4″ x 6″ x 1/2″ M #3 M #2 \A1;9″ x 6″ x \S5#8;\H1.429x;” \A1;9″ x 6″ x \S5#8;\H1.429x;” 6 7 7 7 6 \A1;CLIP 9″ x 3″ x \S5#8;\H1.429x;” \A1;CLIP 9″ x 3″ x \S5#8;\H1.429x;” M #6 9″ x 7″ x 1″ 9″ x 7″ x 1″ CLIP 9″ x 4″ x 1″ \A1;11″ x 12″ x \S5#8;\H1.429x;” 11″ x 9″ x 1″ M #12 7 9 8 8 9 PLB 9 CLIP 9″ x 4″ x 1″ 9 415 21.1 21.1 114.3 114.3 228.6 228.6 21.1 457.2 12.1 222.2 415 21.1 21.1 21.1 CLIP 9″ x 5″ x 1″ \A1;12″ x 6″ x \S5#8;\H1.429x;” CLIP 8 8 8 13 13 8 21 13 21 415.2 457.2 298 + 4,050 + 4,050 + 4,050 N.S.VC -1. + 7,850 407.2 W=59.52 KG/M IPR 16″ X 7″ VA – E -2 W=143 KG/M \A1;IPR 18″ X 11 \S3/4;\H1.333x;” C4 – E 152.4 15.9 15.9 W=170 KG/M IPR 18″ X 11 3/4″ VC – E -2 VC – E -3 IPC 24″ X 12″ W=112.6 KG/M 609.6 M #13 7.9 304.8 577.8 + 4,050 N.S.VC -1. 25 25 298 15 457.2 228.6 407.2 25 25 N.S.VC -1. + 7,850 15.9 15.9 577.8 114.3 114.3 228.6 304.8 152.4 304.8 144 228.6 457 415 21 21 N.S.VA -2. DETALLE B – 2 ENTREPISO DETALLE B – 1 ENTREPISO DETALLE B – 1 AZOTEA 102 C2- E IPR 12″X8″ W=74.50 KG/M C-2 IPR 12″X61/2\H1.176x;” W=44.64 KG/M 304.8 282.4 11.2 11.2 W=59.52 KG/M VA- E -2 IPR 16″X7″ N.S.VA -2. 21.1 415 222.2 12.1 457.2 21.1 228.6 228.6 415 114.3 114.3 272.2 16.3 16.3 304.8 228.6 228.6 VC – E -1 IPR 18″X8 3/4″ W=126.7 KG/M W=126.7 KG/M IPR 18″X8 3/4″ VC – E -1 16.3 16.3 272.2 304.8 203.2 9 M #6 N.S.VA -2. 11.2 11.2 282.4 304.8 228.6 228.6 228.6 114.3 114.3 228.6 228.6 114.3 114.3 428.2 14.5 14.5 + 7,850 N.S.VC -1. 14.5 14.5 428.2 228.6 6.6 165 304.8 282 11.2 11.2 457.2 9 190 14.5 428 14.5 IPR 12″X4″ VA-2 W=28.17 KG/M N.S.VC -1. + 7,850 14.5 428 14.5 VC-1 IPR 18″X71/2″ W=74.4 KG/M W=74.4 KG/M IPR 18″X71/2″ VC-1 W=44.64 KG/M IPR 12″X61/2\H1.176x;” C-2 190 9 457.2 CORTE E – E M #2 191 191 1 B W=28.17 KG/M VA-2 IPR 12″X4″ VC-1 IPR 18″X71/2″ W=74.4 KG/M W=74.4 KG/M IPR 18″X71/2″ VC-1 B B A A CORTE A – A PLANTA 415.2 21 21 114.3 114.3 228.6 228.6 13 298 415.2 21 21 PLANO DE DETALLES 5A SISTEMAS ESTRUCTURALES VI ING. DAVYD RAMIREZ ALUMNOS: CATEDRATICO: ESCALA 1:12.5 PLANO SAN NICOLAS DE LOS GARZA, N.L. A 25 DE NOVIEMBRE DE 2004 DE CONEXIONES DE CONEXIONES SAN NICOLAS DE LOS GARZA, N.L. A 25 DE NOVIEMBRE DE 2004 PLANO 1:12.5 ESCALA CATEDRATICO: ALUMNOS: ING. DAVYD RAMIREZ SISTEMAS ESTRUCTURALES VI 5 PLANO DE DETALLES DE CONEXIONES SAN NICOLAS DE LOS GARZA, N.L. A 25 DE NOVIEMBRE DE 2004 PLANO 1:12.5 ESCALA CATEDRATICO: ALUMNOS: ING. DAVYD RAMIREZ SISTEMAS ESTRUCTURALES VI 5B PLANO DE DETALLES DE CONEXIONES SAN NICOLAS DE LOS GARZA, N.L. A 25 DE NOVIEMBRE DE 2004 PLANO 1:12.5 ESCALA CATEDRATICO: ALUMNOS: ING. DAVYD RAMIREZ SISTEMAS ESTRUCTURALES VI 5C PLANO DE DETALLES D D CORTE B – B CORTE G – G CORTE G – G 457.2 422.4 17.4 17.4 C-6 IPR 18″X83/4\H1.176x;” W=95.4 KG/M CLIP 9″ x 4″ x 1″ CLIP 9″ x 4″ x 1″ 10 10 6 6 10 10 6″ x 4″ x 1/2″ M #5 9″ x 8″ x 1″ M #4 B M #4 9″ x 8″ x 1″ 6″ x 4″ x 1/2″ 9″ x 8″ x 1″ M #10 M #10 9″ x 8″ x 1″ M #11 6″ x 4″ x 1/2″ 10 10 6 6 10 10 CLIP 9″ x 4″ x 1″ CLIP 9″ x 4″ x 1″ W=95.4 KG/M IPR 18″X83/4\H1.176x;” C-6 17.4 17.4 422.4 457.2 D D 21 21 415.2 298 13 228.6 228.6 114.3 114.3 21 21 415.2 + 7,850 228.6 228.6 VC-3 IPR 18″X113/4\H1.2x;” W=143 KG/M 114.3 114.3 228.6 21 21 415.2 228.6 W=143 KG/M IPR 18″X113/4\H1.2x;” VC-3 21 21 415.2 457.2 298 13 DETALLE B – 2 AZOTEA + 7,850 N.S.VC -1. W=28.17 KG/M VA-2 IPR 12″X4″ 222.2 10.2 457.2 422.4 17.4 17.4 N.S.VA -2. 102 298 B C C IPR 12″X4″ VA-2 W=28.17 KG/M W=28.17 KG/M VA-2 IPR 12″X4″ VC-3 IPR 18″X113/4\H1.2x;” W=143 KG/M VC-2 IPC 24″X12″ W=82.6 KG/M C-6 IPR 18″X83/4\H1.176x;” W=95.4 KG/M 304.8 2 PLANTA CORTE C – C CORTE D – D M #3 600 457 LOSA SOLIDA DE CONCRETO f’c = 100kg/cm2 f’c = 100kg/cm2 LOSA SOLIDA DE CONCRETO M #1 M #1 M #2 M #2 D6 – B1 530 70 C B A VC-1 IPR 18″X71/2″ W=74.4 KG/M VC-1 W=74.4 KG/M IPR 18″X71/2″ + 7,850 N.S.VC -1. N.S.L.A. + 7,920 + 7,920 N.S.L.A. N.S.VC -1. + 7,850 203.2 304.8 203.2 C-2 C-1 C-1 M #7 f’c = 100kg/cm2 ESPESOR 150mm FIRME DE CONCRETO f’c = 100kg/cm2 ESPESOR 150mm FIRME DE CONCRETO 150 LOSA SOLIDA DE CONCRETO f’c = 100kg/cm2 f’c = 100kg/cm2 LOSA SOLIDA DE CONCRETO ACOTACIONES EN MILIMETROS 355.6 304.8 355.6 ESC. 1:50 CORTE LONGITUDINAL M #6 M #6 M #8 M #4 D7 – B1 457 80 W=56.60 KG/M IPR 16″X6 3/4″ C1- E C1- E IPR 16″X6 3/4″ W=56.60 KG/M W=74.50 KG/M IPR 12″X8″ C2- E IPR 12″X61/2\H1.176x;” W=44.64 KG/M IPR 8″X8″ W=71.42 KG/M W=71.42 KG/M IPR 8″X8″ VC – E -1 IPR 18″X8 3/4″ W=126.7 KG/M W=126.7 KG/M IPR 18″X8 3/4″ VC – E -1 250 N.S.F. + 4,050 N.S.VC – E -1 + 4,130 N.S.L.E. N.S.L.E. + 4,130 N.S.VC – E -1 + 4,050 250 N.S.F. 5 5 8,746 8,746 8,670 8,670 3,343 3,800 8,350 3,343 3,720 3,800 3,800 0,600 M #5 M #9 M #9 M #5 0,600 3,800 3,800 3,720 3,343 8,350 3,800 3,343 8,670 8,670 8,746 8,746 5 5 N.S.F. 250 + 4,050 N.S.VC – E -1 + 4,130 N.S.L.E. N.S.L.E. + 4,130 N.S.VC – E -1 + 4,050 N.S.F. 250 VC – E -1 IPR 18″X8 3/4″ W=126.7 KG/M W=126.7 KG/M IPR 18″X8 3/4″ VC – E -1 IPR 8″X8″ W=71.42 KG/M W=71.42 KG/M IPR 8″X8″ W=44.64 KG/M IPR 12″X61/2\H1.176x;” C2- E IPR 12″X8″ W=74.50 KG/M W=56.60 KG/M IPR 16″X6 3/4″ C1- E C1- E IPR 16″X6 3/4″ W=56.60 KG/M 80 457 D7 – B1 M #4 M #8 M #6 M #6 CORTE LONGITUDINAL ESC. 1:50 355.6 304.8 355.6 ACOTACIONES EN MILIMETROS LOSA SOLIDA DE CONCRETO f’c = 100kg/cm2 f’c = 100kg/cm2 LOSA SOLIDA DE CONCRETO 150 FIRME DE CONCRETO f’c = 100kg/cm2 ESPESOR 150mm FIRME DE CONCRETO f’c = 100kg/cm2 ESPESOR 150mm M #7 C-1 C-1 C-2 203.2 304.8 203.2 + 7,850 N.S.VC -1. N.S.L.A. + 7,920 + 7,920 N.S.L.A. N.S.VC -1. + 7,850 IPR 18″X71/2″ W=74.4 KG/M VC-1 W=74.4 KG/M IPR 18″X71/2″ VC-1 A B C 70 530 D6 – B1 M #2 M #2 M #1 M #1 LOSA SOLIDA DE CONCRETO f’c = 100kg/cm2 f’c = 100kg/cm2 LOSA SOLIDA DE CONCRETO 457 600 M #3 4 SISTEMAS ESTRUCTURALES VI ING. DAVYD RAMIREZ ALUMNOS: CATEDRATICO: ESCALA 1:50 PLANO SAN NICOLAS DE LOS GARZA, N.L. A 25 DE NOVIEMBRE DE 2004 ESTRUCTURAL LONGITUDINAL SAN NICOLAS DE LOS GARZA, N.L. A 25 DE NOVIEMBRE DE 2004 PLANO 1:50 ESCALA CATEDRATICO: ALUMNOS: ING. DAVYD RAMIREZ SISTEMAS ESTRUCTURALES VI 3 PLANO DE CORTE 165.1 457.00 VISTA B-B` AZOTEA 222.2 C5 IPR 18″X 8 3/4″ W= 95.4 KG/ML 3 177.8 VJ1 18-H-7 W= 15.4 KG/ML 2 VJ 2 18-H-8 W= 18 KG/ML VC 3 IPR 18″X 11 3/4″ W= 143 KG/ML 222.2 457.00 F F E E IPR 18″X8 3/4″ VC-E-1 W=126.7 KG/M W=126.7 KG/M IPR 18″X8 3/4″ VC-E-1 VA-E-2 IPR 16″X7″ W=59.52 KG/M W=74.5 KG/M IPR 12″X8″ C2-E B 1 E B 1 C2-E IPR 12″X8″ W=74.5 KG/M VA-E-2 W=59.52 KG/M IPR 16″X7″ VC-E-1 IPR 18″X8 3/4″ W=126.7 KG/M W=126.7 KG/M IPR 18″X8 3/4″ VC-E-1 E F F 222.2 222.2 177.8 PLANTA 177.8 VA-E-2 IPR 16″X7″ W=59.52 KG/M W=143 KG/M IPR 18″X11 3/4″ C4-E W=170 KG/M VC-E-2 IPR 18″X11 3/4″ W=59.52 KG/M IPR 16″X7″ VA-E-2 W=112.6 KG/M IPC 24″X12″ VC-E-3 304.8 B 2 304.8 177.8 G H H G H H G G VC-E-2 IPR 18″X11 3/4″ W=170 KG/M 177.8 304.8 304.8 2 177.8 B W=112.6 KG/M IPC 24″X12″ VC-E-3 VA-E-2 IPR 16″X7″ W=59.52 KG/M W=143 KG/M IPR 18″X11 3/4″ C4-E W=59.52 KG/M IPR 16″X7″ VA-E-2 PLANTA VC-1 IPR 18″X71/2″ W=74.4 KG/M C-2 IPR 12″X61/2″ W=44.64 KG/M W=44.64 KG/M IPR 12″X61/2″ C-2 W=44.64 KG/M IPR 12″X61/2″ C-2 8.9 287 101.6 6 W=28.17 KG/M VA-2 IPR 12″X4″ 8.9 304.8 4″ x 6″ x 1/2″ M #3 M #2 \A1;9″ x 6″ x \S5#8;\H1.429x;” 7 6 + 7,850 N.S.VA -2. N.S.VC -1. + 7,850 N.S.VA -2. + 7,850 + 7,850 N.S.VC -1. 4″ x 6″ x 1/2″ M #3 7 M #2 \A1;9″ x 6″ x \S5#8;\H1.429x;” IPR 12″X4″ VA-2 W=28.17 KG/M 6 101.6 287 8.9 8.9 304.8 C-2 IPR 12″X61/2″ W=44.64 KG/M VC-1 IPR 18″X71/2″ W=74.4 KG/M 165.1 6 406.4 380.8 12.8 12.8 7.7 177.8 9 9 7″ x 8″ x 3/4″ M #7 9″ x 7″ x 1″ M #6 W=126.7 KG/M IPR 18″X8 3/4″ VC-E-1 + 4,050 + 4,050 W=74.5 KG/M IPR 12″X8″ C2-E VA-E-2 IPR 16″X7″ W=59.52 KG/M N.S.VC -1. N.S.VA -2. 203.2 CORTE TRANSVERSAL ACOTACIONES EN MILIMETROS ESC. 1:50 D6 – B1 D7 – B1 D8 – B2 D9 – B2 165.1 VC-1 IPR 18″X71/2″ W=74.4 KG/M W=44.64 KG/M IPR 12″X61/2″ C-2 4″ x 6″ x 1/2″ M #3 M #2 \A1;9″ x 6″ x \S5#8;\H1.429x;” 7 6 + 7,850 N.S.VA -2. N.S.VC -1. + 7,850 VA-2 W=28.17 KG/M IPR 12″X4″ CORTE F – F 298.00 C4-E IPR 18″X 11 3/4″ W= 143 KG/ML C4 IPR 18″X 8 3/4″ W= 95.4 KG/ML 2 7.7 177.8 12.8 380.8 12.8 12.8 380.8 12.8 177.8 7.7 406.4 7″ x 9″ x 1″ M #10 N.S.VA -2. + 7,850 7 6 VC-E-3 IPC 24″X 12″ W= 112.6 KG/ML VA-E-2 IPR 16″X7″ W=59.52 KG/M W=59.52 KG/M IPR 16″X7″ VA-E-2 406.4 CORTE H – H ALUMNOS: SAN NICOLAS DE LOS GARZA, N.L. A 25 DE NOVIEMBRE DE 2004 ESCALA PLANO 6C ING. DAVYD RAMIREZ SISTEMAS ESTRUCTURALES VI CATEDRATICO: PLANO SISTEMA JOIST LOSACERO SISTEMAS ESTRUCTURALES VI ING. DAVYD RAMIREZ SAN NICOLAS DE LOS GARZA, N.L. A 25 DE NOVIEMBRE DE 2004 ALUMNOS: ESCALA INDICADA 6B PLANO CATEDRATICO: PLANO SISTEMA JOIST LOSACERO ESCALA 1:25 ESCALA 1:25 1:25 ESCALA ESCALA 1:25 ESCALA 1:12.5 ESCALA 1:12.5 INDICADA ESTRUCTURAL TRANSVERSAL PLANO DE CORTE