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CIMENTACIONES -SAP-SAFE-ZAPATAS-COMPLETO
Katherin Rojas
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CIMENTACIONES -SAP-SAFE-ZAPATAS-COMPLETO/EMS- CIMENTACIONES- 2022.xlsx Hoja1 INFORME DEL EMS PROYECTO: EDIFICO MULTIFAMILIAR DE CINCO PISOS Y AZOTEA UBICACIÓN: URBANIZACIÓN SANTA VICTORIA - CALLE LOS SAUCES N° 668 - ESQUINA CON CALLE TALARA DISTRITO: CHICLAYO - CHICLAYO - LAMBAYEQUE. SOLICITANTE: LOS MIRTHOS CONSTRUCTORA E INMOVILIARIA E.I.R.L. 1. Memoria descriptiva 1.1. Resumen de las condiciones de Cimenctación a)Tipo de cimentación Profundidad/ Ancho (Df/B) =< 5 2.35 = 0.9792 2.4 b)Estrato de apoyo de la cimentación Según norma E.050 c)Parametros de diseño para la cimentación d)Agresividad del suelo a la cimentación 2. INFORMACIÓN PREVIA PROYECTO: EDIFICO MULTIFAMILIAR DE NUEVE PISOS Y AZOTEA UBICACIÓN: URBANIZACIÓN SANTA VICTORIA - CALLE LOS SAUCES N° 668 - ESQUINA CON CALLE TALARA DISTRITO: CHICLAYO - CHICLAYO - LAMBAYEQUE. SOLICITANTE: LOS MIRTHOS CONSTRUCTORA E INMOVILIARIA E.I.R.L. PLANO DE UBICACIÓN DE TERRENO No presenta PLANO DE UBICACIÓN DE PUNTOS A EXPLORAR No presenta 3. EXPLORACIÓN DE CAMPO DE LA OBRA A CIMENTAR Para los fines de determinación del programa de exploración minimo "n" nunca sera menor que 3 B= 2.4 ASENTAMIENTO 4. PERFIL DE SUELO 5. NIVEL DE NAPA FREATICA 6. ANÁLISIS DE LA CIMENTACIÓN 7. EFECTOS SISMO C CIMENTACIONES -SAP-SAFE-ZAPATAS-COMPLETO/METRADO DE CARGAS CONCRETO 2022.xlsx Hoja1 Patrones de carga-Load patterns Carga Lateral Automatica Nombre Tipo Factor de peso Descripción DEAD DEAD 1 Carga muerta-Peso propio de la estructura CM DEAD 0 Carga Muerta adicional al precio propio( Tabiqueria, acabados, etc…) CV Live 0 Sobrecarga pisos inferiores CV-Azotea Live 0 Sobrecarga-Azotea CV1 Live 0 Sobrecarga-Primera Alternancia CV2 Live 0 Sobrecarga-Segunda Alternancia SxE Quake 0 User coeficient Carga de sismo por fuerzas estaticas equivalentes SyE Quake 0 User coeficient Carga de sismo por fuerzas estaticas equivalentes Patrones de carga-Load cases Nombre Tipo Descripción DEAD DEAD Carga muerta-Peso propio de la estructura CM DEAD Carga Muerta adicional al precio propio( Tabiqueria, acabados, etc…) CV Live Sobrecarga CV-Azotea Live Sobrecarga CV1 Live Sobrecarga-Primera Alternancia CV2 Live Sobrecarga-Segunda Alternancia SxE Quake Carga de sismo por fuerzas estaticas equivalentes SyE Quake Carga de sismo por fuerzas estaticas equivalentes SXD Response Spectrun Carga de sismo Dinamicos-Dirección X SYD Response Spectrun Carga de sismo Dinamicos-Dirección y Modal Modal Modos de Vibración de la estructura CONSIDERACIONES PARA METRADO DE CARGAS Concreto armado 2400 kgf/m3 Albañileria hueca 1350 kgf/m3 Aligerado 350 kg/m2 Mortero de cemento 2000 kg/m3 METRADOS DE CARGA DE TABIQUERIA (CM)-LOAD DEAD PESO EQUIVALENTE-MUROS PESO EQUIVALENTE-MUROS AREA-LOSA 32.5 m2 AREA-LOSA 25.52 m2 ALTURA 2.3 m ALTURA 2.3 m LONGITUD-MURO 10.7 m LONGITUD-MURO 7.51 m PESO UNITARIO-TABIQUERIA 1350 kg/m3 PESO UNITARIO-TABIQUERIA 1350 kg/m3 ESPESOR DE MURO 0.15 m ESPESOR DE MURO 0.15 m PESO-MURO 4983.53 kg PESO-MURO 3497.78 kg 153.34 kg/m2 137.09 kg/m2 PESO EQUIVALENTE-PROMEDIO 145.21 kg/m2 CARGA MUERTA CARGA VIVA Pisos Inferiores LOSA ALIGERADA 2°, 3° Y 4° PISO Pisos Inferiores VIGUETAS 0.00 kg/m TABIQUERIA 58.09 kg/m LOSA ALIGERADA LADRILLO TECHO 32.00 kg/m Ancho tributario vigueta = 0.4 m SOBRECARGA 80.00 kg/m ACABADOS 40.00 kg/m 80.00 kg/m 0.08 tn/m 130.09 kg/m 0.1301 tn/m LOSA MACIZA 2°, 3° Y 4° PISO LOSA MACIZA 2°, 3° Y 4° PISO SOBRECARGA 200.00 kg/m2 PESO PROPIO 0.00 kg/m2 200.00 kg/m2 0.20 tn/m2 TABIQUERIA 145.21 kg/m2 0.1452 ACABADOS 100.00 kg/m2 0.1000 ESCALERAS 245.21 kg/m2 0.2452 tn/m2 SOBRECARGA 200.00 kg/m2 200.00 kg/m2 0.20 tn/m2 ESCALERAS PESO PROPIO 0.00 kg/m2 Azotea ACABADOS 100.00 kg/m2 100.00 kg/m2 0.1000 tn/m2 LOSA ALIGERADA SOBRECARGA 40.00 kg/m VIGAS 40.00 kg/m 0.04 tn/m PESO PROPIO 0.00 kg/m TABIQUERIA 465.75 kg/m LOSA MACIZA TABIQUERIA VENTANAS 202.50 kg/m SOBRECARGA 100.00 kg/m2 668.25 kg/m 0.6683 tn/m 100.00 kg/m2 0.10 tn/m2 Azotea LOSA ALIGERADA VIGUETAS 0 kg/m TABIQUERIA 29.04 kg/m LADRILLO TECHO 32.00 kg/m ACABADOS 40.00 kg/m 101.04 kg/m 0.1010 tn/m LOSA MACIZA PESO PROPIO 0.00 kg/m2 TABIQUERIA 72.61 kg/m2 ACABADOS 100.00 kg/m2 172.61 kg/m2 0.1726 tn/m2 VIGAS PESO PROPIO 0.00 kg/m TABIQUERIA 243.00 kg/m 243.00 kg/m 0.2430 tn/m CIMENTACIONES -SAP-SAFE-ZAPATAS-COMPLETO/PLANO ARQUITECTURA- CIMENTACIONES.bak CIMENTACIONES -SAP-SAFE-ZAPATAS-COMPLETO/PLANO ARQUITECTURA- CIMENTACIONES.dwg CIMENTACIONES -SAP-SAFE-ZAPATAS-COMPLETO/PREDIMESIONAMIENTO CONCRETO-2022.xlsx PRED. COLUMNAS PREDIMENSIONAMIENTO DE COLUMNAS Área Requerida Ac = N*At*P 0.35*f'c(kg/m2) Donde: N: Numero de Pisos At: Área Tributaria f'c: Resistencia a compresion P: Peso por m2 de la estructura (1 Tn/m2) en viviendas DATOS RESULTADOS EJES Pisos (N) Largo (m) Ancho (m) At(m2) P (kg/m2) f'c (kg/m2) Área Requerida (m2) Dimensiones Modelo Verificación Eje horizontal Eje vertical Lado (m) Lado (m) 5 B 5 4.17 6.68 27.856 1000 2100000 0.147 0.38 0.38 0.4 CUMPLE 0.4 5 B 5 4.73 6.69 31.644 1000 2100000 0.167 0.41 0.41 0.5 CUMPLE 0.4 PRED. VIGAS PREDIMENSIONAMIENTO DE VIGAS PERALTE BASE VIGAS PERIMETRALES VIGAS INTERMEDIAS PERALTE BASE DIMENSIONES PERALTE BASE DIMENSIONES Eje Tramo Longitud (m) Factor Peralte (m) Ancho Tributario (m) Ancho tributario imaginario (a) Ancho Tributario Total (m) B Factor Base (m) Eje Tramo Longitud (m) Factor Peralte (m) Ancho Tributario (m) Factor Base (m) Espesor (m) Altura muro (m) Peso específico Tabiquería (kg/m3) Peso losa (kg/m2) Ancho tributario imaginario (m) Vigas paralelas al eje X Vigas paralelas al eje X 7 A B 5.92 12 0.49 1.48 0.15 2.3 1350 350 1.33 2.81 20 0.14 2 A C 6.02 12 0.50 4.78 20 0.24 0.55 0.5 0.25 0.25 7 B D 6.28 12 0.52 1.48 0.15 2.3 1350 350 1.33 2.81 20 0.14 2 C E 6.38 12 0.53 4.78 20 0.24 0.55 0.55 0.25 0.25 1 A C 5.93 12 0.49 2.65 0.15 2.3 1350 350 1.33 3.98 20 0.20 3 A C 6.03 12 0.50 4.25 20 0.21 0.55 0.5 0.25 0.25 1 C E 6.28 12 0.52 2.65 0.15 2.3 1350 350 1.33 3.98 20 0.20 3 C D 2.84 12 0.24 4.25 20 0.21 0.25 0.55 0.25 0.25 Vigas paralelas al eje Y 3 D E 3.03 12 0.25 4.25 20 0.21 A 1 2 4.5 12 0.38 3.45 0.15 2.3 1350 350 1.33 4.78 20 0.24 0.3 0.4 0.25 0.25 4 A C 6.03 12 0.50 4.4 20 0.22 A 2 3 4.05 12 0.34 3.45 0.15 2.3 1350 350 1.33 4.78 20 0.24 0.55 0.35 0.25 0.25 4 C D 2.84 12 0.24 4.4 20 0.22 A 3 4 3.45 12 0.29 3.45 0.15 2.3 1350 350 1.33 4.78 20 0.24 0.25 0.3 0.25 0.25 4 D E 3.03 12 0.25 4.4 20 0.22 A 4 5 4.35 12 0.36 3.45 0.15 2.3 1350 350 1.33 4.78 20 0.24 0.3 0.4 0.25 0.25 5 A C 6.02 12 0.50 4.25 20 0.21 A 5 6 3.15 12 0.26 3.45 0.15 2.3 1350 350 1.33 4.78 20 0.24 0.55 0.3 0.25 0.25 5 C E 6.38 12 0.53 4.25 20 0.21 A 6 7 2.15 12 0.18 3.45 0.15 2.3 1350 350 1.33 4.78 20 0.24 0.55 0.2 0.25 0.25 5 A C 6.02 12 0.50 3.15 20 0.16 E 1 2 4.5 12 0.38 3.64 0.15 2.3 1350 350 1.33 4.97 20 0.25 0.55 0.4 0.25 0.25 5 C E 6.38 12 0.53 3.15 20 0.16 E 2 3 4.05 12 0.34 3.64 0.15 2.3 1350 350 1.33 4.97 20 0.25 0.55 0.35 0.25 0.25 Vigas paralelas al eje Y E 3 4 3.45 12 0.29 3.64 0.15 2.3 1350 350 1.33 4.97 20 0.25 C 1 2 4.6 12 0.38 6.6 20 0.33 0.4 0.3 0.25 0.35 E 4 5 4.35 12 0.36 3.64 0.15 2.3 1350 350 1.33 4.97 20 0.25 C 2 3 4.05 12 0.34 6.6 20 0.33 0.35 0.4 0.25 0.35 E 5 6 3.15 12 0.26 3.64 0.15 2.3 1350 350 1.33 4.97 20 0.25 C 4 5 4.35 12 0.36 6.6 20 0.33 0.4 0.3 0.25 0.35 E 6 7 2.15 12 0.18 3.64 0.15 2.3 1350 350 1.33 4.97 20 0.25 C 5 6 3.25 12 0.27 6.6 20 0.33 0.3 0.2 0.25 0.35 C 6 7 2.25 12 0.19 6.6 20 0.33 0.2 0.35 PRED.LOSAS PREDIMENSIONAMIENTO DE LOSAS LOSA ALIGERADA LOSA MACIZA B/A > 2 Losa en una dirección B/A <= 2 Losa en dos direcciones Tipo Factor Tipo Factor Simplemente apoyados 16 Simplemente apoyados 20 Con un extremo continuo 18.5 Con un extremo continuo 24 Ambos extremos continuos 21 Ambos extremos continuos 28 En voladizo 8 En voladizo 10 B = 3.95 A = 2.46 B/A = 1.6 (Losa maciza en dos direcciones) Reglamento Nacional de Edificaciones E. 060 EJES TRAMO Logitud de vigueta (m) Tipo de losa Factor Espesor (m) ESPESOR LOSA ALIGERADA EJES TRAMO Logitud Tipo de losa Factor Espesor (m) ESPESOR LOSA MACIZA A C 1 2 4.70 Con un extremo continuo 18.5 0.25 0.25 m C D 1 2 4.05 Ambos extremos continuos 28 0.14 0.15 m C E 1 2 4.70 Con un extremo continuo 18.5 0.25 0.25 m A C 2 3 4.05 Con un extremo continuo 18.5 0.22 0.25 m C E 2 3 4.05 Con un extremo continuo 18.5 0.22 0.25 m A C 4 5 4.35 Con un extremo continuo 18.5 0.24 0.25 m C E 4 5 4.35 Con un extremo continuo 18.5 0.24 0.25 m A C 5 6 3.40 Con un extremo continuo 18.5 0.18 0.2 m C E 5 6 3.40 Con un extremo continuo 18.5 0.18 0.2 m A B 6 7 2.55 Con un extremo continuo 18.5 0.14 0.15 m D E 6 7 2.55 Con un extremo continuo 18.5 0.14 0.15 m CIMENTACIONES -SAP-SAFE-ZAPATAS-COMPLETO/SAFE/SAFE CIMENTACIONES.F2K $ File C:\Users\KATHERIN\OneDrive\Documents\cimentaciones\sap final\SAFE\SAFE CIMENTACIONES.F2K saved m/d/yy h:mm:ss in Tonf, m, C SAFE 12.2.0.S UNITS Tonf m $ TITLES TITLE1 "" TITLE2 "" $ GRIDS $ BEAM PROPERTIES BEAMPROP "Muro ascensor-W" E 2173707 U 0.2 W 0 BEAMPROP "Muro ascensor-W" TYPE R B 0.15 D 1.85 BEAMPROP "Muro ascensor-W" DSNSEC 0 BEAMPROP "Muro 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0.15 DDESIGN 0.5916666 BEAMPROP "Muro 20 cm-W" CT 0.05916667 CB 0.05916667 BEAMPROP "Muro 20 cm-W" FC 2100 FY 0 FYS 0 FCS 2100 BEAMPROP "Muro 20 cm-W" E 2173707 U 0.2 W 0 BEAMPROP "Muro 20 cm-W" TYPE R B 0.15 D 0.5916666 BEAMPROP "Muro 20 cm-W" DSNSEC 0 BEAMPROP "Muro 20 cm-W" BDESIGN 0.15 DDESIGN 0.5916666 BEAMPROP "Muro 20 cm-W" CT 0.05916667 CB 0.05916667 BEAMPROP "Muro 20 cm-W" FC 2100 FY 0 FYS 0 FCS 2100 BEAMPROP "Muro 20 cm-W" E 2173707 U 0.2 W 0 BEAMPROP "Muro 20 cm-W" TYPE R B 0.15 D 0.5916666 BEAMPROP "Muro 20 cm-W" DSNSEC 0 BEAMPROP "Muro 20 cm-W" BDESIGN 0.15 DDESIGN 0.5916666 BEAMPROP "Muro 20 cm-W" CT 0.05916667 CB 0.05916667 BEAMPROP "Muro 20 cm-W" FC 2100 FY 0 FYS 0 FCS 2100 BEAMPROP "Muro 20 cm-W" E 2173707 U 0.2 W 0 BEAMPROP "Muro 20 cm-W" TYPE R B 0.15 D 0.5916666 BEAMPROP "Muro 20 cm-W" DSNSEC 0 BEAMPROP "Muro 20 cm-W" BDESIGN 0.15 DDESIGN 0.5916666 BEAMPROP "Muro 20 cm-W" CT 0.05916667 CB 0.05916667 BEAMPROP "Muro 20 cm-W" FC 2100 FY 0 FYS 0 FCS 2100 BEAMPROP "Muro 20 cm-W" E 2173707 U 0.2 W 0 BEAMPROP "Muro 20 cm-W" TYPE R B 0.15 D 0.5916666 BEAMPROP "Muro 20 cm-W" DSNSEC 0 BEAMPROP "Muro 20 cm-W" BDESIGN 0.15 DDESIGN 0.5916666 BEAMPROP "Muro 20 cm-W" CT 0.05916667 CB 0.05916667 BEAMPROP "Muro 20 cm-W" FC 2100 FY 0 FYS 0 FCS 2100 BEAMPROP "Muro 20 cm-W" E 2173707 U 0.2 W 0 BEAMPROP "Muro 20 cm-W" TYPE R B 0.15 D 0.5916666 BEAMPROP "Muro 20 cm-W" DSNSEC 0 BEAMPROP "Muro 20 cm-W" BDESIGN 0.15 DDESIGN 0.5916666 BEAMPROP "Muro 20 cm-W" CT 0.05916667 CB 0.05916667 BEAMPROP "Muro 20 cm-W" FC 2100 FY 0 FYS 0 FCS 2100 BEAMPROP "Muro 20 cm-W" E 2173707 U 0.2 W 0 BEAMPROP "Muro 20 cm-W" TYPE R B 0.15 D 0.5916666 BEAMPROP "Muro 20 cm-W" DSNSEC 0 BEAMPROP "Muro 20 cm-W" BDESIGN 0.15 DDESIGN 0.5916666 BEAMPROP "Muro 20 cm-W" CT 0.05916667 CB 0.05916667 BEAMPROP "Muro 20 cm-W" FC 2100 FY 0 FYS 0 FCS 2100 BEAMPROP "Muro 20 cm-W" E 2173707 U 0.2 W 0 BEAMPROP "Muro 20 cm-W" TYPE R B 0.15 D 0.5916666 BEAMPROP "Muro 20 cm-W" DSNSEC 0 BEAMPROP "Muro 20 cm-W" BDESIGN 0.15 DDESIGN 0.5916666 BEAMPROP "Muro 20 cm-W" CT 0.05916667 CB 0.05916667 BEAMPROP "Muro 20 cm-W" FC 2100 FY 0 FYS 0 FCS 2100 BEAMPROP "Muro 20 cm-W" E 2173707 U 0.2 W 0 BEAMPROP "Muro 20 cm-W" TYPE R B 0.15 D 0.5916666 BEAMPROP "Muro 20 cm-W" DSNSEC 0 BEAMPROP "Muro 20 cm-W" BDESIGN 0.15 DDESIGN 0.5916666 BEAMPROP "Muro 20 cm-W" CT 0.05916667 CB 0.05916667 BEAMPROP "Muro 20 cm-W" FC 2100 FY 0 FYS 0 FCS 2100 BEAMPROP "Muro 20 cm-W" E 2173707 U 0.2 W 0 BEAMPROP "Muro 20 cm-W" TYPE R B 0.15 D 0.5916666 BEAMPROP "Muro 20 cm-W" DSNSEC 0 BEAMPROP "Muro 20 cm-W" BDESIGN 0.15 DDESIGN 0.5916666 BEAMPROP "Muro 20 cm-W" CT 0.05916667 CB 0.05916667 BEAMPROP "Muro 20 cm-W" FC 2100 FY 0 FYS 0 FCS 2100 BEAMPROP "Muro 20 cm-W" E 2173707 U 0.2 W 0 BEAMPROP "Muro 20 cm-W" TYPE R B 0.15 D 0.5916666 BEAMPROP "Muro 20 cm-W" DSNSEC 0 BEAMPROP "Muro 20 cm-W" BDESIGN 0.15 DDESIGN 0.5916666 BEAMPROP "Muro 20 cm-W" CT 0.05916667 CB 0.05916667 BEAMPROP "Muro 20 cm-W" FC 2100 FY 0 FYS 0 FCS 2100 BEAMPROP "Muro 20 cm-W" E 2173707 U 0.2 W 0 BEAMPROP "Muro 20 cm-W" TYPE R B 0.15 D 0.5916666 BEAMPROP "Muro 20 cm-W" DSNSEC 0 BEAMPROP "Muro 20 cm-W" BDESIGN 0.15 DDESIGN 0.5916666 BEAMPROP "Muro 20 cm-W" CT 0.05916667 CB 0.05916667 BEAMPROP "Muro 20 cm-W" FC 2100 FY 0 FYS 0 FCS 2100 BEAMPROP "Muro 20 cm-W" E 2173707 U 0.2 W 0 BEAMPROP "Muro 20 cm-W" TYPE R B 0.15 D 0.5916666 BEAMPROP "Muro 20 cm-W" DSNSEC 0 BEAMPROP "Muro 20 cm-W" BDESIGN 0.15 DDESIGN 0.5916666 BEAMPROP "Muro 20 cm-W" CT 0.05916667 CB 0.05916667 BEAMPROP "Muro 20 cm-W" FC 2100 FY 0 FYS 0 FCS 2100 BEAMPROP "Muro 20 cm-W" E 2173707 U 0.2 W 0 BEAMPROP "Muro 20 cm-W" TYPE R B 0.15 D 0.5916666 BEAMPROP "Muro 20 cm-W" DSNSEC 0 BEAMPROP "Muro 20 cm-W" BDESIGN 0.15 DDESIGN 0.5916666 BEAMPROP "Muro 20 cm-W" CT 0.05916667 CB 0.05916667 BEAMPROP "Muro 20 cm-W" FC 2100 FY 0 FYS 0 FCS 2100 $ SLAB PROPERTIES $ COLUMN PROPERTIES $ WALL PROPERTIES $ SOIL PROPERTIES $ POINT COORDINATES POINT "1274" 0 24.7 UX UY UZ RX RY RZ POINT "1276" 0 21.9 UX UY UZ RX RY RZ POINT "1278" 0 18.25 UX UY UZ RX RY RZ POINT "1280" 0 13.65 UX UY UZ RX RY RZ POINT "1282" 0 9.45 UX UY UZ RX RY RZ POINT "1284" 0 5.15 UX UY UZ RX RY RZ POINT "1286" 0 0 UX UY UZ RX RY RZ POINT "1288" 6.56 0 UX UY UZ RX RY RZ POINT "1290" 13.47 0 UX UY UZ RX RY RZ POINT "1292" 13.47 5.15 UX UY UZ RX RY RZ POINT "1294" 13.47 9.45 UX UY UZ RX RY RZ POINT "1296" 13.47 13.65 UX UY UZ RX RY RZ POINT "1298" 13.47 18.25 UX UY UZ RX RY RZ POINT "1300" 13.47 21.9 UX UY UZ RX RY RZ POINT "1302" 13.47 24.7 UX UY UZ RX RY RZ POINT "1326" 6.56 18.25 UX UY UZ RX RY RZ POINT "1327" 6.56 24.7 UX UY UZ RX RY RZ POINT "1328" 6.56 5.15 UX UY UZ RX RY RZ POINT "1329" 6.56 9.45 UX UY UZ RX RY RZ POINT "1330" 6.56 13.65 UX UY UZ RX RY RZ POINT "1331" 9.92 9.45 UX UY UZ RX RY RZ POINT "1332" 9.92 13.65 UX UY UZ RX RY RZ POINT "1333" 6.56 21.9 UX UY UZ RX RY RZ POINT "1334" 5.36 13.65 UX UY UZ RX RY RZ POINT "1335" 5.36 9.45 UX UY UZ RX RY RZ POINT "1340" 3.55 12.53 UX UY UZ RX RY RZ POINT "1341" 5.36 12.53 UX UY UZ RX RY RZ POINT "1342" 3.55 10.68 UX UY UZ RX RY RZ POINT "1343" 5.36 10.68 UX UY UZ RX RY RZ POINT "1345" 1.3 24.7 UX UY UZ RX RY RZ POINT "1355" 1.3 0 UX UY UZ RX RY RZ POINT "1356" 8.62 13.65 UX UY UZ RX RY RZ POINT "1357" 8.62 9.45 UX UY UZ RX RY RZ POINT "1369" 3.55 11.91333 UX UY UZ RX RY RZ POINT "1373" 3.55 11.29667 UX UY UZ RX RY RZ POINT "1381" 0.4333333 24.7 UX UY UZ RX RY RZ POINT "1385" 0.8666667 24.7 UX UY UZ RX RY RZ POINT "1393" 0.4333333 0 UX UY UZ RX RY RZ POINT "1397" 0.8666667 0 UX UY UZ RX RY RZ POINT "1405" 9.486667 13.65 UX UY UZ RX RY RZ POINT "1409" 9.053333 13.65 UX UY UZ RX RY RZ POINT "1417" 9.486667 9.45 UX UY UZ RX RY RZ POINT "1421" 9.053333 9.45 UX UY UZ RX RY RZ POINT "1501" 5.96 13.65 UX UY UZ RX RY RZ POINT "1509" 5.96 9.45 UX UY UZ RX RY RZ POINT "1517" 4.756667 12.53 UX UY UZ RX RY RZ POINT "1521" 4.153333 12.53 UX UY UZ RX RY RZ POINT "1525" 4.153333 10.68 UX UY UZ RX RY RZ POINT "1529" 4.756667 10.68 UX UY UZ RX RY RZ POINT "2281" 0 1.8 UX UY UZ RX RY RZ POINT "2282" 0 22.9 UX UY UZ RX RY RZ POINT "2457" 0 0.6 UX UY UZ RX RY RZ POINT "2463" 0 1.2 UX UY UZ RX RY RZ POINT "2479" 0 23.5 UX UY UZ RX RY RZ POINT "2485" 0 24.1 UX UY UZ RX RY RZ POINT "2505" 13.47 1.8 UX UY UZ RX RY RZ POINT "2506" 13.47 22.9 UX UY UZ RX RY RZ POINT "2697" 13.47 0.6 UX UY UZ RX RY RZ POINT "2703" 13.47 1.2 UX UY UZ RX RY RZ POINT "2719" 13.47 23.5 UX UY UZ RX RY RZ POINT "2725" 13.47 24.1 UX UY UZ RX RY RZ POINT "19" 4.76 18.25 UX UY UZ RX RY RZ POINT "705" 5.36 18.25 UX UY UZ RX RY RZ POINT "711" 5.96 18.25 UX UY UZ RX RY RZ POINT "712" 4.76 5.15 UX UY UZ RX RY RZ POINT "1168" 5.36 5.15 UX UY UZ RX RY RZ POINT "1263" 5.96 5.15 UX UY UZ RX RY RZ $ LINE CONNECTIVITY LINE "277-W" 3.55 11.91333 3.55 12.53 LINE "280-W" 3.55 11.29667 3.55 11.91333 LINE "283-W" 3.55 10.68 3.55 11.29667 LINE "286-W" 0.4333333 24.7 0 24.7 LINE "289-W" 0.8666667 24.7 0.4333333 24.7 LINE "292-W" 1.3 24.7 0.8666667 24.7 LINE "295-W" 0.4333333 0 0 0 LINE "298-W" 0.8666667 0 0.4333333 0 LINE "301-W" 1.3 0 0.8666667 0 LINE "304-W" 9.486667 13.65 9.92 13.65 LINE "307-W" 9.053333 13.65 9.486667 13.65 LINE "310-W" 8.62 13.65 9.053333 13.65 LINE "313-W" 9.486667 9.45 9.92 9.45 LINE "316-W" 9.053333 9.45 9.486667 9.45 LINE "319-W" 8.62 9.45 9.053333 9.45 LINE "376-W" 5.96 13.65 6.56 13.65 LINE "379-W" 5.36 13.65 5.96 13.65 LINE "382-W" 5.96 9.45 6.56 9.45 LINE "385-W" 5.36 9.45 5.96 9.45 LINE "388-W" 4.756667 12.53 5.36 12.53 LINE "391-W" 4.153333 12.53 4.756667 12.53 LINE "394-W" 3.55 12.53 4.153333 12.53 LINE "397-W" 4.153333 10.68 3.55 10.68 LINE "400-W" 4.756667 10.68 4.153333 10.68 LINE "403-W" 5.36 10.68 4.756667 10.68 LINE "872-W" 0 0.6 0 0 LINE "878-W" 0 1.2 0 0.6 LINE "884-W" 0 1.8 0 1.2 LINE "890-W" 0 23.5 0 22.9 LINE "896-W" 0 24.1 0 23.5 LINE "902-W" 0 24.7 0 24.1 LINE "1062-W" 13.47 0.6 13.47 0 LINE "1068-W" 13.47 1.2 13.47 0.6 LINE "1074-W" 13.47 1.8 13.47 1.2 LINE "1080-W" 13.47 23.5 13.47 22.9 LINE "1086-W" 13.47 24.1 13.47 23.5 LINE "1092-W" 13.47 24.7 13.47 24.1 LINE "169-W" 5.36 18.25 4.76 18.25 LINE "175-W" 5.96 18.25 5.36 18.25 LINE "181-W" 6.56 18.25 5.96 18.25 LINE "466-W" 5.36 5.15 4.76 5.15 LINE "472-W" 5.96 5.15 5.36 5.15 LINE "514-W" 6.56 5.15 5.96 5.15 $ AREA CONNECTIVITY $ BEAM ASSIGNS BEAM "277-W" "Muro ascensor-W" BEAM "280-W" "Muro ascensor-W" BEAM "283-W" "Muro ascensor-W" BEAM "286-W" "Muro 20 cm-W" BEAM "289-W" "Muro 20 cm-W" BEAM "292-W" "Muro 20 cm-W" BEAM "295-W" "Muro 20 cm-W" BEAM "298-W" "Muro 20 cm-W" BEAM "301-W" "Muro 20 cm-W" BEAM "304-W" "Muro 20 cm-W" BEAM "307-W" "Muro 20 cm-W" BEAM "310-W" "Muro 20 cm-W" BEAM "313-W" "Muro 20 cm-W" BEAM "316-W" "Muro 20 cm-W" BEAM "319-W" "Muro 20 cm-W" BEAM "376-W" "Muro 20 cm-W" BEAM "379-W" "Muro 20 cm-W" BEAM "382-W" "Muro 20 cm-W" BEAM "385-W" "Muro 20 cm-W" BEAM "388-W" "Muro ascensor-W" BEAM "391-W" "Muro ascensor-W" BEAM "394-W" "Muro ascensor-W" BEAM "397-W" "Muro ascensor-W" BEAM "400-W" "Muro ascensor-W" BEAM "403-W" "Muro ascensor-W" BEAM "872-W" "Muro 20 cm-W" BEAM "878-W" "Muro 20 cm-W" BEAM "884-W" "Muro 20 cm-W" BEAM "890-W" "Muro 20 cm-W" BEAM "896-W" "Muro 20 cm-W" BEAM "902-W" "Muro 20 cm-W" BEAM "1062-W" "Muro 20 cm-W" BEAM "1068-W" "Muro 20 cm-W" BEAM "1074-W" "Muro 20 cm-W" BEAM "1080-W" "Muro 20 cm-W" BEAM "1086-W" "Muro 20 cm-W" BEAM "1092-W" "Muro 20 cm-W" BEAM "169-W" "Muro 20 cm-W" BEAM "175-W" "Muro 20 cm-W" BEAM "181-W" "Muro 20 cm-W" BEAM "466-W" "Muro 20 cm-W" BEAM "472-W" "Muro 20 cm-W" BEAM "514-W" "Muro 20 cm-W" $ SLAB ASSIGNS $ COLUMN ASSIGNS $ WALL ASSIGNS $ SOIL ASSIGNS $ RELEASE ASSIGNS $ LOADS LOAD "DEAD" TYPE DEAD SELFWEIGHT 1 LOAD "CM" TYPE DEAD LOAD "CV" TYPE LIVE LOAD "CV-Azotea" TYPE LIVE LOAD "CV1" TYPE LIVE LOAD "CV2" TYPE LIVE LOAD "SXE" TYPE QUAKE LOAD "SYE" TYPE QUAKE $ LINEAR STATIC CASES LINSTAT "DEAD" LOADAPPLIED "DEAD" SF 1 LINSTAT "CM" LOADAPPLIED "CM" SF 1 LINSTAT "CV" LOADAPPLIED "CV" SF 1 LINSTAT "CV-Azotea" LOADAPPLIED "CV-Azotea" SF 1 LINSTAT "CV1" LOADAPPLIED "CV1" SF 1 LINSTAT "CV2" LOADAPPLIED "CV2" SF 1 LINSTAT "SXE" LOADAPPLIED "SXE" SF 1 LINSTAT "SYE" LOADAPPLIED "SYE" SF 1 $ MODAL CASES $ FUNCTIONS END $ END OF MODEL FILE CIMENTACIONES -SAP-SAFE-ZAPATAS-COMPLETO/SAFE/SAFE CIMENTACIONES_V2016.$sf File C:\Users\KATHERIN\OneDrive\Documents\cimentaciones\sap final\SAFE\SAFE CIMENTACIONES_V2016.$sf was saved on 24/03/2022 at 2:04:16 a. m. TABLE: "ANALYSIS MODELING OPTIONS" "Two Dimensional Only"=No "Rigid Diaphragm At Top"=No "Ignore Vertical Offsets"=Yes TABLE: "ANALYSIS OPTIONS - AUTOMATIC MESH SETTINGS FOR FLOORS" "Mesh Option"=Rectangular "Use Localized Meshing"=Yes "Merge Joints"=Yes "Maximum Mesh Size"=1.2 TABLE: "ANALYSIS OPTIONS - AUTOMATIC RECTANGULAR MESH OPTIONS FOR WALLS" "Maximum Mesh Size"=1.25 TABLE: "ANALYSIS OPTIONS - CRACKING ANALYSIS OPTIONS" "Reinforcement Source"="User and Designed" "Minimum Tension Ratio"=0.0018 "Minimum Compression Ratio"=0 TABLE: "ANALYSIS OPTIONS - DESIGN AND RESPONSE RECOVERY OPTIONS" "Number Design Threads"=0 "Number Recovery Threads"=0 "Use Memory Mapped Files"="Program Determined" "Allow Model Differences"=No TABLE: "ANALYSIS OPTIONS - SAPFIRE OPTIONS" "Solver Option"=Advanced "Analysis Process"=Auto "Number Analysis Threads"=0 "Max File Size"=0 TABLE: "BEAM OBJECT CONNECTIVITY" "Unique Name"=277-W UniquePtI=1369 UniquePtJ=1340 GUID=85eeb8be-d83f-490a-971d-d01920484262 "Unique Name"=280-W UniquePtI=1373 UniquePtJ=1369 GUID=11ba7d26-7970-4b9b-be3d-93399725898d "Unique Name"=283-W UniquePtI=1342 UniquePtJ=1373 GUID=2f9a1f8b-562c-4bca-a595-5a6c29f1ec3f "Unique Name"=286-W UniquePtI=1274 UniquePtJ=1381 GUID=24fa6851-2590-485b-890d-4ad7518673bf "Unique Name"=289-W UniquePtI=1381 UniquePtJ=1385 GUID=fa16e6b4-dffc-4534-9d6e-815dc9188285 "Unique Name"=292-W UniquePtI=1385 UniquePtJ=1345 GUID=fa6cf1d9-7518-411d-a22a-c60292e478bf "Unique Name"=295-W UniquePtI=1286 UniquePtJ=1393 GUID=78439e4d-227f-4783-afdd-9c870eee85d5 "Unique Name"=298-W UniquePtI=1393 UniquePtJ=1397 GUID=5705e57e-6fa9-431b-98cc-180d8efcf6d7 "Unique Name"=301-W UniquePtI=1397 UniquePtJ=1355 GUID=bb1ccb93-e084-4f3c-83dd-c2225482cecd "Unique Name"=304-W UniquePtI=1405 UniquePtJ=1332 GUID=eb68da79-718e-4914-ab6f-ada96a92addf "Unique Name"=307-W UniquePtI=1409 UniquePtJ=1405 GUID=0318bed8-43cb-475e-a687-28a44e32852f "Unique Name"=310-W UniquePtI=1356 UniquePtJ=1409 GUID=e9fee115-0c3d-4125-91b4-d193eafb3352 "Unique Name"=313-W UniquePtI=1417 UniquePtJ=1331 GUID=a82565cc-0234-4088-9ad6-b1e7287bda9d "Unique Name"=316-W UniquePtI=1421 UniquePtJ=1417 GUID=0cf03406-8b30-4e69-b46c-41ff2f54a239 "Unique Name"=319-W UniquePtI=1357 UniquePtJ=1421 GUID=0cd94e70-bb36-4c9d-b85d-ee2c1d35e6f3 "Unique Name"=376-W UniquePtI=1501 UniquePtJ=1330 GUID=06d9c9fe-9d46-4d23-a370-b0c93fe76bf8 "Unique Name"=379-W UniquePtI=1334 UniquePtJ=1501 GUID=246f2224-1e8d-47fc-b5c6-c874680fa7a2 "Unique Name"=382-W UniquePtI=1509 UniquePtJ=1329 GUID=9ac74730-eef3-4edf-87ea-810ad083b22f "Unique Name"=385-W UniquePtI=1335 UniquePtJ=1509 GUID=620eb55d-b373-4f92-940f-24c01e4f29ca "Unique Name"=388-W UniquePtI=1517 UniquePtJ=1341 GUID=871c6b01-92bc-4857-b4e7-aabe274be3c1 "Unique Name"=391-W UniquePtI=1521 UniquePtJ=1517 GUID=a9759554-c9fb-4895-94bb-87a981321ba0 "Unique Name"=394-W UniquePtI=1340 UniquePtJ=1521 GUID=91251db2-5656-4cce-8956-8928d92a8438 "Unique Name"=397-W UniquePtI=1342 UniquePtJ=1525 GUID=b9c33cdb-9086-47e0-ada6-747e610ec868 "Unique Name"=400-W UniquePtI=1525 UniquePtJ=1529 GUID=d425fd9b-0856-426d-8135-d2e0103b5725 "Unique Name"=403-W UniquePtI=1529 UniquePtJ=1343 GUID=907433ce-5e6b-4d47-9644-e86488465e33 "Unique Name"=872-W UniquePtI=1286 UniquePtJ=2457 GUID=8af5b164-829b-4a9f-8c44-f1a1f331a84b "Unique Name"=878-W UniquePtI=2457 UniquePtJ=2463 GUID=3e50f68d-a7d1-419d-ace0-815333df639e "Unique Name"=884-W UniquePtI=2463 UniquePtJ=2281 GUID=fcc041cd-7963-4e0b-8c2c-534384fd4fe7 "Unique Name"=890-W UniquePtI=2282 UniquePtJ=2479 GUID=377a6f84-3670-4275-bc71-304e4d1d805d "Unique Name"=896-W UniquePtI=2479 UniquePtJ=2485 GUID=ecb4b6ca-497e-4404-bdbf-c60930dd669e "Unique Name"=902-W UniquePtI=2485 UniquePtJ=1274 GUID=830c7c32-ace1-423d-86cd-f4ea51587e9f "Unique Name"=1062-W UniquePtI=1290 UniquePtJ=2697 GUID=c0a431d1-20e2-471f-9220-4968133bde5a "Unique Name"=1068-W UniquePtI=2697 UniquePtJ=2703 GUID=942b94cc-51a1-40c8-ba8b-a13f7ee09121 "Unique Name"=1074-W UniquePtI=2703 UniquePtJ=2505 GUID=20fe8bdd-fad5-4777-b551-e8c4b14a8c0a "Unique Name"=1080-W UniquePtI=2506 UniquePtJ=2719 GUID=d607b273-4b3c-4fb1-b7d9-1aec721ce26e "Unique Name"=1086-W UniquePtI=2719 UniquePtJ=2725 GUID=5929b17f-2527-4270-b602-6062ef90ea2f "Unique Name"=1092-W UniquePtI=2725 UniquePtJ=1302 GUID=4aec4ea7-0824-4672-ac1c-05899aa20590 "Unique Name"=169-W UniquePtI=19 UniquePtJ=705 GUID=80ca4986-6a32-460e-ad9e-a107aeca9d05 "Unique Name"=175-W UniquePtI=705 UniquePtJ=711 GUID=1a2f6f77-c3da-47ae-90d3-f2e8ce95c3f1 "Unique Name"=181-W UniquePtI=711 UniquePtJ=1326 GUID=c0242619-4387-402e-90c0-fef0002d2594 "Unique Name"=466-W UniquePtI=712 UniquePtJ=1168 GUID=cb7f7d4b-c5c7-4019-b85c-e6762b260742 "Unique Name"=472-W UniquePtI=1168 UniquePtJ=1263 GUID=9745d028-840b-4690-92b0-963e9123d2d9 "Unique Name"=514-W UniquePtI=1263 UniquePtJ=1328 GUID=56f3760a-af19-4513-9963-4c18b55acce4 TABLE: "COMPOSITE BEAM DESIGN PREFERENCES - AISC 360-16" Shored?=No "Middle Range"=70 "Pattern Live Load Factor"=0.75 "D/C Ratio Limit"=1 "Minimum PCC"=25 "Maximum PCC"=100 "Single Segment?"=No "Min. Long. Spacing"=0.1143 "Max. Long. Spacing"=0.9144 _ "Min. Trans. Spacing"=0.0762 "Max. Studs Per Row"=3 "Position of Studs"="Weak Position" Camber?=Yes "Camber DL"=80 "Min. Beam Depth"=0.3429 "Min. Web Thick."=0.00635 "Min. Beam Span"=7.3152 "Min. Camber, abs"=0.01905 _ "Minimum Camber, L/"=900 "Camber Abs. Max Limit"=0.1524 "Camber Max Ratio"=180 "Camber Interval"=0.00635 "Round Camber Down?"=Yes "Pre-Comp DL Ratio"=0 "SDL+LL Ratio"=240 "LL Ratio"=360 "Net Ratio"=240 _ "Ieff reduction Factor"=1 "Vibration Criterion"=Walking "Occupancy Category"="Paper Office" "Walking Acceleration Limit, a0/g"=0.005 "Damping Ratio - Walking"=0.025 "Optimize Price?"=Yes _ "Steel Price ($)"=2204.62247603796 "Stud Price ($)"=2 "Camber Price ($)"=220.462247603796 phi-b=0.9 phi-bcpp=0.9 phi-v=0.9 "Reaction Factor"=1 TABLE: "CONCRETE FRAME DESIGN PREFERENCES - ACI 318-14" "Multi-Response Design"="Step-by-Step - All" "# Interaction Curves"=24 "# Interaction Points"=11 "Minimum Eccentricity?"=Yes "Design for BCCR?"=Yes "Ignore Beneficial Pu for Beam Design?"=No "Seismic Design Category"=D _ "Design System Omega0"=2 "Design System Rho"=1 "Design System Sds"=0.5 "Consider ICC_ESR"=No "Phi (Tension)"=0.9 "Phi (Compression Tied)"=0.65 "Phi (Compression Spiral)"=0.65 "Phi (Shear and Torsion)"=0.75 _ "Phi (Shear Seismic)"=0.6 "Phi (Shear Joint)"=0.85 "Pattern Live Load Factor"=0.75 "Utlization Factor Limit"=1 TABLE: "CONCRETE SLAB DESIGN OVERWRITES - PUNCHING SHEAR - GENERAL" "Unique Name"=1274 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1286 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1290 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1302 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1326 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1328 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1329 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1330 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1331 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1332 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1334 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1335 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1340 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1341 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1342 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1343 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1345 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1355 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1356 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1357 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1369 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1373 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1381 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1385 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1393 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1397 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1405 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1409 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1417 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1421 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1501 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1509 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1517 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1521 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1525 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1529 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=2281 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=2282 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=2457 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=2463 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=2479 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=2485 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=2505 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=2506 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=2697 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=2703 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=2719 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=2725 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=19 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=705 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=711 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=712 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1168 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None "Unique Name"=1263 "Check Punching Shear?"="Program Determined" "Location Type"=Auto "Perimeter Type"=Auto "Effective Depth Type"=Auto "Opening Definition"=Auto "Reinforcement Type"=None TABLE: "CONCRETE SLAB DESIGN PREFERENCES - ACI 318-14" PhiTen=0.9 PhiComp=0.65 PhiShear=0.75 CoverTop=0.015 CoverBot=0.015 BarSize=18 InnerLayer="Layer B" PTCGSTop=0.025 PTCGSBotExt=0.04 PTCGSBotInt=0.025 SlabType="Two Way" UserStress=No InitConcRat=0.8 LLFraction=0.5 TABLE: "FRAME ASSIGNMENTS - END LENGTH OFFSETS" UniqueName=277-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=280-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=283-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=286-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=289-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=292-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=295-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=298-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=301-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=304-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=307-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=310-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=313-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=316-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=319-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=376-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=379-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=382-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=385-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=388-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=391-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=394-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=397-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=400-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=403-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=872-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=878-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=884-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=890-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=896-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=902-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=1062-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=1068-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=1074-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=1080-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=1086-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=1092-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=169-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=175-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=181-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=466-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=472-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto UniqueName=514-W "Offset Option"=User "Offset I"=0 "Offset J"=0 "Rigid Factor"=0 "Self Weight Option"=Auto TABLE: "FRAME ASSIGNMENTS - FRAME AUTO MESH OPTIONS" UniqueName=277-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=280-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=283-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=286-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=289-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=292-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=295-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=298-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=301-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=304-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=307-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=310-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=313-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=316-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=319-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=376-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=379-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=382-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=385-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=388-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=391-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=394-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=397-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=400-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=403-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=872-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=878-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=884-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=890-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=896-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=902-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=1062-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=1068-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=1074-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=1080-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=1086-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=1092-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=169-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=175-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=181-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=466-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=472-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 UniqueName=514-W "Auto Mesh"=Yes "At Intermediate Joints"=Yes "At Intersections"=Yes "Min Number?"=No "Max Length?"=Yes "Segment Length"=1.2 TABLE: "FRAME ASSIGNMENTS - INSERTION POINT" UniqueName=277-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=280-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=283-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=286-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=289-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=292-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=295-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=298-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=301-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=304-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=307-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=310-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=313-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=316-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=319-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=376-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=379-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=382-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=385-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=388-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=391-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=394-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=397-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=400-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=403-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=872-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=878-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=884-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=890-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=896-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=902-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=1062-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=1068-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=1074-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=1080-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=1086-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=1092-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=169-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=175-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=181-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=466-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=472-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No UniqueName=514-W "Cardinal Point"="8 (Top Center)" Mirror2=No Mirror3=No "No Transform Stiffness"=No TABLE: "FRAME ASSIGNMENTS - OUTPUT STATIONS" UniqueName=277-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=280-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=283-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=286-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=289-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=292-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=295-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=298-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=301-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=304-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=307-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=310-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=313-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=316-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=319-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=376-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=379-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=382-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=385-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=388-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=391-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=394-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=397-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=400-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=403-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=872-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=878-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=884-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=890-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=896-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=902-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=1062-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=1068-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=1074-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=1080-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=1086-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=1092-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=169-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=175-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=181-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=466-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=472-W "Station Option"="Min Stations" "Min Stations"=3 UniqueName=514-W "Station Option"="Min Stations" "Min Stations"=3 TABLE: "FRAME ASSIGNMENTS - SECTION PROPERTIES" UniqueName=277-W "Auto Select List"=N.A. "Section Property"="Muro ascensor-W" UniqueName=280-W "Auto Select List"=N.A. "Section Property"="Muro ascensor-W" UniqueName=283-W "Auto Select List"=N.A. "Section Property"="Muro ascensor-W" UniqueName=286-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=289-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=292-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=295-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=298-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=301-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=304-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=307-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=310-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=313-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=316-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=319-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=376-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=379-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=382-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=385-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=388-W "Auto Select List"=N.A. "Section Property"="Muro ascensor-W" UniqueName=391-W "Auto Select List"=N.A. "Section Property"="Muro ascensor-W" UniqueName=394-W "Auto Select List"=N.A. "Section Property"="Muro ascensor-W" UniqueName=397-W "Auto Select List"=N.A. "Section Property"="Muro ascensor-W" UniqueName=400-W "Auto Select List"=N.A. "Section Property"="Muro ascensor-W" UniqueName=403-W "Auto Select List"=N.A. "Section Property"="Muro ascensor-W" UniqueName=872-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=878-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=884-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=890-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=896-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=902-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=1062-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=1068-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=1074-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=1080-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=1086-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=1092-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=169-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=175-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=181-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=466-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=472-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" UniqueName=514-W "Auto Select List"=N.A. "Section Property"="Muro 20 cm-W" TABLE: "FRAME SECTION PROPERTY DEFINITIONS - CONCRETE RECTANGULAR" Name=BEAM1 Material=CSAC30 "From File?"=No Depth=0.6 Width=0.3 "Rigid Zone?"=No "Notional Size Type"=User "Notional User Size"=0.1 "Area Modifier"=1 "As2 Modifier"=1 "As3 Modifier"=1 "J Modifier"=1 _ "I22 Modifier"=1 "I33 Modifier"=1
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