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ZONA DE AMENAZA SÍSMICA: 2 INTERMEDIA 4 Aa = 0.20 Ad = 0.104 Av = 0.20

1

SISTEMA ESTRUCTURAL PÓRTICOS DE CONCRETO Ct = 0.047αααα = 0.90

COEFICIENTE DE CAPACIDAD DE DISIPACIÓN DE ENERGÍA BÁSICO Ro = 5.00

IRREGULARIDAD EN PLANTA φφφφ p = 1.00

IRREGULARIDAD EN ALZADA φφφφ a = 1.00

REDUCCIÓN POR AUSENCIA DE REDUNDANCIA φφφφ r = 0.75

COEFICIENTE DE CAPACIDAD DE DISIPACIÓN DE ENERGÍA R = 3.75

COEFICIENTE DE CAPACIDAD DE DISIPACIÓN DE ENERGÍA PARA DISEÑO Rc = FALSO

ESPECTRO: 1 NSR-10

ZONA DE MICROZONIFICACIÓN: ZONA 1

TIPO DEL PERFIL DE SUELO 5 E

COEFICIENTE DE AMPLIFICACIÓN PARA PERIODOS CORTOS Fa = 1.7COEFICIENTE DE AMPLIFICACIÓN PARA PERIODOS INTERMEDIOS Fv = 3.20COEFICIENTE DE AMPLIFICACIÓN PARA UMBRAL DE DAÑO Fvd = 3.5

COEFICIENTE DE SITIO PARA UMBRAL DE DAÑO � = 4.375

COEFICIENTE DE IMPORTANCIA 1 GRUPO I I = 1.00

PERIODO APROXIMADO DE VIBRACIÓN Ta = 0.212 segk = 1.000

PERIODO MÁXIMO PERMISIBLE DE LA ESTRUCTURA Tu = 0.254 seg

MÁXIMA ACELERACIÓN HORIZONTAL Sa = 0.850 g

CORTANTE BASAL Vx = 297.134 kN

PISO h (m) ha (m) M (Mg) W.ha^k Cvx (%) Fs (kN) E = (kN) Lx Ly Mx Mx/R My My/R

1 2.98 2.98 27.411 81.685 65.12 193.504 51.601 31.230 20.402 197.393 52.638 302.156 80.5752 2.34 5.32 8.223 43.746 34.88 103.630 27.635 24.684 13.167 68.225 18.193 127.900 34.107

TOTALES 5.32 35.634 125.431 100.00 297.134 79.236 55.914 33.569 265.618 70.832 430.057 114.682

PERIODOS CARACTERÍSTICOS DEL ESPECTRO: T0 = 0.19 TC = 0.90 TL = 7.68

VIVIENDA UNIFAMILIAR

ANÁLISIS SÍSMICOESPECTROS DE DISEÑO

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Units:KN-m

COORDENADAS DE LOS NUDOS

NUDOS X Y DZ-BELOW

1 0.000 1.030 0.000

2 2.530 1.030 0.000

3 0.000 5.520 0.000

4 2.530 5.520 0.000

5 0.000 9.735 0.000

6 2.530 9.735 0.000

7 0.000 0.000 0.000

8 2.530 0.000 0.000

25 -0.125 0.000 0.000

26 2.655 0.000 0.000

27 2.655 1.030 0.000

28 -0.125 1.030 0.000

29 2.655 9.860 0.000

30 -0.125 9.860 0.000

67 2.530 0.515 0.000

68 0.000 0.515 0.000

69 2.530 1.671 0.000

70 0.000 1.671 0.000

71 2.530 2.313 0.000

72 0.000 2.313 0.000

73 2.530 2.954 0.000

74 0.000 2.954 0.000

75 2.530 3.596 0.000

76 0.000 3.596 0.000

77 2.530 4.237 0.000

78 0.000 4.237 0.000

79 2.530 4.879 0.000

80 0.000 4.879 0.000

81 2.530 6.222 0.000

82 0.000 6.222 0.000

83 2.530 6.925 0.000

84 0.000 6.925 0.000

85 2.530 7.627 0.000

86 0.000 7.627 0.000

87 2.530 8.330 0.000

88 0.000 8.330 0.000

89 2.530 9.032 0.000

90 0.000 9.032 0.000

Units:KN-m

DATOS DE CONECTIVIDAD DE COLUMNAS

COLUMN I END PT J END PT I END STORY

C1 1 1 Below

C2 2 2 Below

C3 3 3 Below

C4 4 4 Below

C5 5 5 Below

C6 6 6 Below

DATOS DE CONECTIVIDAD DE VIGAS

BEAM I END PT J END PT

B1 1 2

B2 3 4

B3 5 6

B4 7 1

B5 1 3

B6 3 5

B7 8 2

B8 2 4

B9 4 6

B18 7 8

B19 68 67

B20 70 69

B21 72 71

B22 74 73

B23 76 75

B24 78 77

B25 80 79

B26 82 81

B27 84 83

B28 86 85

B29 88 87

B30 90 89

Units:KN-m

PROPIEDADES DE LOS MATERIALES USADOS

MATERIAL MATERIAL DESIGN MATERIAL MODULUS OF POISSON'S THERMAL SHEAR

NAME TYPE TYPE DIR/PLANE ELASTICITY RATIO COEFF MODULUS

CONC Iso Concrete All 21538110.000 0.2000 9.9000E-06 8974212.500

M A T E R I A L P R O P E R T Y M A S S A N D W E I G H T

MATERIAL MASS PER WEIGHT PER

NAME UNIT VOL UNIT VOL

CONC 2.4007E+00 2.3562E+01

M A T E R I A L D E S I G N D A T A F O R C O N C R E T E M A T E R I A L S

MATERIAL LIGHTWEIGHT CONCRETE REBAR REBAR LIGHTWT

NAME CONCRETE FC FY FYS REDUC FACT

CONC No 21000.000 420000.000 420000.000 N/A

F R A M E S E C T I O N P R O P E R T Y D A T A

MATERIAL SECTION SHAPE NAME OR NAME CONC CONC

FRAME SECTION NAME NAME IN SECTION DATABASE FILE COL BEAM

VG25X25 CONC Rectangular Yes

VG20X25 CONC Rectangular Yes

VT10X25 CONC Rectangular Yes

COL25X25 CONC Rectangular Yes

VT15X25 CONC Rectangular Yes


SECTION FLANGE FLANGE WEB FLANGE

FRAME SECTION NAME DEPTH WIDTH TOP THICK TOP THICK WIDTH BOT

VG25X25 0.2500 0.2500 0.0000 0.0000 0.2500

VG20X25 0.2500 0.2000 0.0000 0.0000 0.2000

VT10X25 0.2500 0.1000 0.0000 0.0000 0.1000

COL25X25 0.2500 0.2500 0.0000 0.0000 0.2500

VT15X25 0.2500 0.1500 0.0000 0.0000 0.1500


SECTION TORSIONAL MOMENTS OF INERTIA SHEAR AREAS

FRAME SECTION NAME AREA CONSTANT I33 I22 A2 A3

VG25X25 0.0625 0.0006 0.0003 0.0003 0.0521 0.0521

VG20X25 0.0500 0.0003 0.0003 0.0002 0.0417 0.0417

VT10X25 0.0250 0.0001 0.0001 0.0000 0.0208 0.0208

COL25X25 0.0625 0.0006 0.0003 0.0003 0.0521 0.0521

VT15X25 0.0375 0.0002 0.0002 0.0001 0.0313 0.0313

C O N C R E T E B E A M D A T A

TOP BOT TOP LEFT TOP RIGHT BOT LEFT BOT RIGHT

FRAME SECTION NAME COVER COVER AREA AREA AREA AREA

VG25X25 0.0500 0.0500 0.000 0.000 0.000 0.000

VG20X25 0.0500 0.0500 0.000 0.000 0.000 0.000

VT10X25 0.0500 0.0500 0.000 0.000 0.000 0.000

VT15X25 0.0500 0.0500 0.000 0.000 0.000 0.000

L O A D I N G C O M B I N A T I O N S

COMBO CASE SCALE

COMBO TYPE CASE TYPE FACTOR

COMB01 ADD DEAD Static 1.4000


LIVE Static 1.6000


LIVE Static 1.0000

SX Static 0.2670

SY Static 0.0800


LIVE Static 1.0000

SX Static 0.2670

SY Static -0.0800


LIVE Static 1.0000

SX Static -0.2670

SY Static 0.0800


LIVE Static 1.0000

SX Static -0.2670

SY Static -0.0800


LIVE Static 1.0000

SY Static 0.2670

SX Static 0.0800


LIVE Static 1.0000

SY Static 0.2670

SX Static -0.0800


LIVE Static 1.0000

SY Static -0.2670

SX Static 0.0800


LIVE Static 1.0000

SY Static -0.2670

SX Static -0.0800


SX Static 0.2670

SY Static 0.0800


SX Static 0.2670

SY Static -0.0800


SX Static -0.2670

SY Static 0.0800


SX Static -0.2670

SY Static -0.0800


SY Static 0.2670

SX Static 0.0800


SY Static 0.2670

SX Static -0.0800


SY Static -0.2670

SX Static 0.0800


SY Static -0.2670

SX Static -0.0800

ENVOLV ENVE COMB01 Combo 1.0000

COMB02 Combo 1.0000

COMB03 Combo 1.0000

COMB04 Combo 1.0000

COMB05 Combo 1.0000

COMB06 Combo 1.0000

COMB07 Combo 1.0000

COMB08 Combo 1.0000

COMB09 Combo 1.0000

COMB10 Combo 1.0000

COMB11 Combo 1.0000

COMB12 Combo 1.0000

COMB13 Combo 1.0000

COMB14 Combo 1.0000

COMB15 Combo 1.0000

COMB16 Combo 1.0000

COMB17 Combo 1.0000

COMB18 Combo 1.0000

F R A M E S E C T I O N A S S I G N M E N T S T O L I N E O B J E C T S

STORY LINE LINE SECTION AUTO SELECT ANALYSIS DESIGN DESIGN

LEVEL ID TYPE TYPE SECTION SECTION PROCEDURE SECTION

STORY2 C1 Column Rectangular None COL25X25 Conc Frame COL25X25












STORY2 B1 Beam Rectangular None VG20X25 Conc Frame VG20X25









STORY2 B18 Beam Rectangular None VT15X25 Conc Frame VT15X25























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Units:KN-m

P O I N T D I S P L A C E M E N T S

STORY POINT LOAD UX UY UZ RX RY RZ

STORY2 1 SX 0.0365 0.0000 0.0002 0.00001 0.00250 0.00000

STORY2 1 SY 0.0014 0.0374 0.0001 -0.00320 0.00008 0.00031

STORY2 2 SX 0.0365 0.0000 -0.0002 -0.00001 0.00250 0.00000

STORY2 2 SY 0.0014 0.0382 0.0001 -0.00325 0.00008 0.00031

STORY2 3 SX 0.0365 0.0000 0.0002 0.00001 0.00247 0.00000

STORY2 3 SY 0.0000 0.0374 0.0000 -0.00249 0.00000 0.00031

STORY2 4 SX 0.0365 0.0000 -0.0002 -0.00001 0.00247 0.00000

STORY2 4 SY 0.0000 0.0382 0.0000 -0.00253 0.00000 0.00031

STORY2 5 SX 0.0365 0.0000 0.0002 0.00001 0.00244 0.00000

STORY2 5 SY -0.0013 0.0374 -0.0001 -0.00316 -0.00008 0.00031

STORY2 6 SX 0.0365 0.0000 -0.0002 -0.00001 0.00244 0.00000

STORY2 6 SY -0.0013 0.0382 -0.0001 -0.00321 -0.00008 0.00031

STORY2 7 SX 0.0365 0.0000 0.0002 0.00001 0.00250 0.00000

STORY2 7 SY 0.0017 0.0374 0.0034 -0.00320 0.00008 0.00031

STORY2 8 SX 0.0365 0.0000 -0.0002 -0.00001 0.00250 0.00000

STORY2 8 SY 0.0017 0.0382 0.0034 -0.00325 0.00008 0.00031

STORY1 1 SX 0.0242 0.0000 0.0002 0.00000 0.00565 -0.00002

STORY1 1 SY 0.0009 0.0244 0.0001 -0.00655 0.00020 0.00021

STORY1 2 SX 0.0242 0.0000 -0.0002 0.00000 0.00565 -0.00002

STORY1 2 SY 0.0009 0.0250 0.0001 -0.00668 0.00020 0.00021

STORY1 3 SX 0.0243 0.0000 0.0002 0.00000 0.00564 -0.00002

STORY1 3 SY 0.0000 0.0244 0.0000 -0.00459 0.00000 0.00021

STORY1 4 SX 0.0243 0.0000 -0.0002 0.00000 0.00564 -0.00002

STORY1 4 SY 0.0000 0.0250 0.0000 -0.00468 0.00000 0.00021

STORY1 5 SX 0.0244 0.0000 0.0002 0.00000 0.00564 -0.00002

STORY1 5 SY -0.0009 0.0244 -0.0001 -0.00644 -0.00020 0.00021

STORY1 6 SX 0.0244 0.0000 -0.0002 0.00000 0.00564 -0.00002

STORY1 6 SY -0.0009 0.0250 -0.0001 -0.00656 -0.00020 0.00021

STORY1 7 SX 0.0242 0.0000 0.0002 0.00000 0.00565 -0.00002

STORY1 7 SY 0.0011 0.0244 0.0068 -0.00655 0.00020 0.00021

STORY1 8 SX 0.0242 0.0000 -0.0002 0.00000 0.00565 -0.00002

STORY1 8 SY 0.0011 0.0250 0.0069 -0.00668 0.00020 0.00021

STORY1 25 SX 0.0242 0.0000 0.0009 -0.00009 0.00565 -0.00002

STORY1 25 SY 0.0011 0.0244 0.0069 -0.00580 0.00026 0.00021

STORY1 26 SX 0.0242 0.0000 -0.0009 0.00009 0.00565 -0.00002

STORY1 26 SY 0.0011 0.0250 0.0069 -0.00591 0.00014 0.00021

STORY1 27 SX 0.0242 0.0000 -0.0009 0.00019 0.00564 -0.00002

STORY1 27 SY 0.0009 0.0250 0.0000 -0.00498 0.00030 0.00021

STORY1 28 SX 0.0242 0.0000 0.0009 -0.00019 0.00564 -0.00002

STORY1 28 SY 0.0009 0.0244 0.0001 -0.00488 0.00011 0.00021

STORY1 29 SX 0.0244 0.0000 -0.0008 0.00054 0.00559 -0.00002

STORY1 29 SY -0.0009 0.0250 -0.0008 -0.00656 -0.00084 0.00021

STORY1 30 SX 0.0244 0.0000 0.0008 -0.00054 0.00559 -0.00002

STORY1 30 SY -0.0009 0.0244 -0.0009 -0.00641 0.00044 0.00021

STORY1 67 SX 0.0242 0.0000 -0.0002 0.00000 0.00565 -0.00002

STORY1 67 SY 0.0010 0.0250 0.0035 -0.00668 0.00020 0.00021

STORY1 68 SX 0.0242 0.0000 0.0002 0.00000 0.00565 -0.00002

STORY1 68 SY 0.0010 0.0244 0.0035 -0.00655 0.00020 0.00021

STORY1 69 SX 0.0242 0.0000 -0.0002 0.00000 0.00564 -0.00002

STORY1 69 SY 0.0008 0.0250 -0.0027 -0.00227 0.00017 0.00021

STORY1 70 SX 0.0242 0.0000 0.0002 0.00000 0.00564 -0.00002

STORY1 70 SY 0.0008 0.0244 -0.0026 -0.00223 0.00017 0.00021

STORY1 71 SX 0.0242 0.0000 -0.0002 0.00000 0.00564 -0.00002

STORY1 71 SY 0.0007 0.0250 -0.0031 0.00077 0.00014 0.00021

STORY1 72 SX 0.0242 0.0000 0.0002 0.00000 0.00564 -0.00002

STORY1 72 SY 0.0007 0.0244 -0.0030 0.00075 0.00014 0.00021

STORY1 73 SX 0.0242 0.0000 -0.0002 0.00000 0.00564 -0.00002

STORY1 73 SY 0.0005 0.0250 -0.0019 0.00243 0.00011 0.00021

STORY1 74 SX 0.0242 0.0000 0.0002 0.00000 0.00564 -0.00002

STORY1 74 SY 0.0005 0.0244 -0.0019 0.00238 0.00011 0.00021

STORY1 75 SX 0.0243 0.0000 -0.0002 0.00000 0.00564 -0.00002

STORY1 75 SY 0.0004 0.0250 -0.0002 0.00272 0.00008 0.00021

STORY1 76 SX 0.0243 0.0000 0.0002 0.00000 0.00564 -0.00002

STORY1 76 SY 0.0004 0.0244 -0.0002 0.00266 0.00008 0.00021

STORY1 77 SX 0.0243 0.0000 -0.0002 0.00000 0.00564 -0.00002

STORY1 77 SY 0.0003 0.0250 0.0013 0.00163 0.00005 0.00021

STORY1 78 SX 0.0243 0.0000 0.0002 0.00000 0.00564 -0.00002

STORY1 78 SY 0.0003 0.0244 0.0013 0.00159 0.00005 0.00021

STORY1 79 SX 0.0243 0.0000 -0.0002 0.00000 0.00564 -0.00002

STORY1 79 SY 0.0001 0.0250 0.0017 -0.00084 0.00003 0.00021

STORY1 80 SX 0.0243 0.0000 0.0002 0.00000 0.00564 -0.00002

STORY1 80 SY 0.0001 0.0244 0.0016 -0.00083 0.00003 0.00021

STORY1 81 SX 0.0243 0.0000 -0.0002 0.00000 0.00564 -0.00002

STORY1 81 SY -0.0002 0.0250 -0.0016 -0.00037 -0.00004 0.00021

STORY1 82 SX 0.0243 0.0000 0.0002 0.00000 0.00564 -0.00002

STORY1 82 SY -0.0002 0.0244 -0.0016 -0.00037 -0.00004 0.00021

STORY1 83 SX 0.0243 0.0000 -0.0002 0.00000 0.00564 -0.00002

STORY1 83 SY -0.0003 0.0250 -0.0009 0.00208 -0.00007 0.00021

STORY1 84 SX 0.0243 0.0000 0.0002 0.00000 0.00564 -0.00002

STORY1 84 SY -0.0003 0.0244 -0.0009 0.00204 -0.00007 0.00021

STORY1 85 SX 0.0244 0.0000 -0.0002 0.00000 0.00564 -0.00002

STORY1 85 SY -0.0005 0.0250 0.0010 0.00270 -0.00010 0.00021

STORY1 86 SX 0.0244 0.0000 0.0002 0.00000 0.00564 -0.00002

STORY1 86 SY -0.0005 0.0244 0.0009 0.00264 -0.00010 0.00021

STORY1 87 SX 0.0244 0.0000 -0.0002 0.00000 0.00564 -0.00002

STORY1 87 SY -0.0006 0.0250 0.0026 0.00146 -0.00013 0.00021

STORY1 88 SX 0.0244 0.0000 0.0002 0.00000 0.00564 -0.00002

STORY1 88 SY -0.0006 0.0244 0.0025 0.00143 -0.00013 0.00021

STORY1 89 SX 0.0244 0.0000 -0.0002 0.00000 0.00564 -0.00002

STORY1 89 SY -0.0008 0.0250 0.0027 -0.00163 -0.00017 0.00021

STORY1 90 SX 0.0244 0.0000 0.0002 0.00000 0.00564 -0.00002

STORY1 90 SY -0.0008 0.0244 0.0026 -0.00160 -0.00017 0.00021

BASE 1 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000

BASE 1 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000

BASE 2 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000

BASE 2 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000

BASE 3 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000

BASE 3 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000

BASE 4 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000

BASE 4 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000

BASE 5 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000

BASE 5 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000

BASE 6 SX 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000

BASE 6 SY 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000

Units:KN-m

D I S P L A C E M E N T S A T D I A P H R A G M C E N T E R O F M A S S

STORY DIAPHRAGM LOAD POINT X Y UX UY RZ

STORY2 D2 SX 113 1.265 4.868 0.0365 0.0000 0.00000

STORY2 D2 SY 113 1.265 4.868 0.0002 0.0378 0.00031

STORY1 D1 SX 114 1.265 5.009 0.0243 0.0000 -0.00002

STORY1 D1 SY 114 1.265 5.009 0.0001 0.0247 0.00021

Units:KN-m

S T O R Y D R I F T S

STORY DIRECTION LOAD POINT X Y Z MAX DRIFT

STORY2 X SX 8 2.530 0.000 5.320 0.005267

STORY2 Y SY 8 2.530 0.000 5.320 0.005660

STORY1 X SX 6 2.530 9.735 2.980 0.008189

STORY1 Y SY 6 2.530 9.735 2.980 0.008381

Units:KN-m

D I A P H R A G M D R I F T S

STORY DIAPHRAGM DIRECTION LOAD POINT X Y Z MAX DRIFT

STORY2 D2 X SX 8 2.530 0.000 5.320 0.005267

STORY2 D2 Y SX 6 2.530 9.735 5.320 0.000012

STORY2 D2 X SY 8 2.530 0.000 5.320 0.000226

STORY2 D2 Y SY 8 2.530 0.000 5.320 0.005660

STORY1 D1 X SX 6 2.530 9.735 2.980 0.008189

STORY1 D1 Y SX 1 0.000 1.030 2.980 0.000010

STORY1 D1 X SY 2 2.530 1.030 2.980 0.000311

STORY1 D1 Y SY 6 2.530 9.735 2.980 0.008381

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RESISTENCIA MATERIALES: CONCRETO: 21 MPa

ACERO: 420 MPa

CARGA MUERTA DE LA COLUMNA 78.890 kN

CARGA VIVA DE LA COLUMNA 14.060 kN

CARGA REAL DE LA COLUMNA 92.950 kN

CARGA ÚLTIMA DE LA COLUMNA 117.164 kN

TAMAÑO DE LA COLUMNA BASE DE LA COLUMNA Bcol = 0.25 m

ALTURA DE LA COLUMNA Hcol = 0.25 m

TIPO DE ZAPATA 2

DIMENSIONES DE LA ZAPATA

LADO PARALELO A "Bcol" Bzap = 0.80 m

LADO PARALELO A "Hcol" Hzap = 1.20 m

ÁREA DE LA ZAPATA A = 0.96 m²

ALTURA DE LA ZAPATA h = 0.25 m

RECUBRIMIENTO d' = 0.075 m

ALTURA EFECTIVA DE LA ZAPATA d = 0.175 m

PRESIONES DE CONTACTO EN LA ZAPATA

PRESIÓN DE TRABAJO DE LA ZAPATA 96.823 kN/m²

PRESIÓN ÚLTIMA DE LA ZAPATA 122.046 kN/m²

FUERZAS CORTANTES EN LA ZAPATA

EN UNA DIRECCIÓN (CORTANTE)

PARALELA A "B" CORTANTE PERMITIDA: 81.799 kNCORTANTE ÚLTIMA: 29.291 kN OK

PARALELA A "H" CORTANTE PERMITIDA: 122.698 kNCORTANTE ÚLTIMA: 54.921 kN OK

EN DOS DIRECCIONES (PUNZONAMIENTO):

CORTANTE PERMITIDA: 218.331 kN

CORTANTE ÚLTIMA: 99.658 kN OK

MOMENTOSAsmin = 4.50 cm²/m

DIRECCIÓN PARALELA A "B" M1 = 18.46 kN.m/m2

As1 = 4.50 cm²/m

DIRECCIÓN PARALELA A "H" M2 = 13.77 kN.m/m2

As2 = 4.50 cm²/m 4 # 4.110 @ 0.2

ZAPATA Z -1

MEDIANERA

5 # 4.090 @ 0.25

RESISTENCIA MATERIALES: CONCRETO: 21 MPa

ACERO: 420 MPa

CARGA MUERTA DE LA COLUMNA 61.790 kN

CARGA VIVA DE LA COLUMNA 15.040 kN

CARGA REAL DE LA COLUMNA 76.830 kN

CARGA ÚLTIMA DE LA COLUMNA 98.212 kN

TAMAÑO DE LA COLUMNA BASE DE LA COLUMNA Bcol = 0.25 m

ALTURA DE LA COLUMNA Hcol = 0.25 m

TIPO DE ZAPATA 1

DIMENSIONES DE LA ZAPATA

LADO PARALELO A "Bcol" Bzap = 0.90 m

LADO PARALELO A "Hcol" Hzap = 0.90 m

ÁREA DE LA ZAPATA A = 0.81 m²

ALTURA DE LA ZAPATA h = 0.25 m

RECUBRIMIENTO d' = 0.075 m

ALTURA EFECTIVA DE LA ZAPATA d = 0.175 m

PRESIONES DE CONTACTO EN LA ZAPATA

PRESIÓN DE TRABAJO DE LA ZAPATA 94.852 kN/m²

PRESIÓN ÚLTIMA DE LA ZAPATA 121.249 kN/m²

FUERZAS CORTANTES EN LA ZAPATA

EN UNA DIRECCIÓN (CORTANTE)

PARALELA A "B" CORTANTE PERMITIDA: 92.024 kNCORTANTE ÚLTIMA: 51.834 kN OK

PARALELA A "H" CORTANTE PERMITIDA: 92.024 kNCORTANTE ÚLTIMA: 51.834 kN OK

EN DOS DIRECCIONES (PUNZONAMIENTO):

CORTANTE PERMITIDA: 133.976 kN

CORTANTE ÚLTIMA: 84.401 kN OK

MOMENTOSAsmin = 4.50 cm²/m

DIRECCIÓN PARALELA A "B" M1 = 25.61 kN.m/m2

As1 = 4.50 cm²/m

DIRECCIÓN PARALELA A "H" M2 = 25.61 kN.m/m2

As2 = 4.50 cm²/m 4 # 4.100 @ 0.233

ZAPATA Z -2

ESQUINERA

4 # 4.100 @ 0.233

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B1 STORY2 20 25 20 0.125 0.802 1.42 5 0.690 -0.791 2.54 2.54 0.006 0.006B1 STORY2 20 25 20 0.581 0.738 1.42 5 0.442 -0.440 2.54 2.54 0.006 0.006B1 STORY2 20 25 20 1.037 0.673 1.42 10 0.174 -0.121 2.54 2.54 0.006 0.006B1 STORY2 20 25 20 1.493 0.673 1.42 10 0.174 -0.121 2.54 2.54 0.006 0.006B1 STORY2 20 25 20 1.949 0.738 1.42 5 0.442 -0.440 2.54 2.54 0.006 0.006B1 STORY2 20 25 20 2.405 0.802 1.42 5 0.690 -0.791 2.54 2.54 0.006 0.006B2 STORY2 20 25 20 0.125 0.788 1.42 5 0.673 -0.775 2.54 2.54 0.006 0.006B2 STORY2 20 25 20 0.581 0.724 1.42 5 0.431 -0.431 2.54 2.54 0.006 0.006B2 STORY2 20 25 20 1.037 0.659 1.42 10 0.171 -0.119 2.54 2.54 0.006 0.006B2 STORY2 20 25 20 1.493 0.659 1.42 10 0.171 -0.119 2.54 2.54 0.006 0.006B2 STORY2 20 25 20 1.949 0.724 1.42 5 0.431 -0.431 2.54 2.54 0.006 0.006B2 STORY2 20 25 20 2.405 0.788 1.42 5 0.673 -0.775 2.54 2.54 0.006 0.006B3 STORY2 20 25 20 0.125 0.788 1.42 5 0.676 -0.769 2.54 2.54 0.006 0.006B3 STORY2 20 25 20 0.581 0.723 1.42 5 0.434 -0.424 2.54 2.54 0.006 0.006B3 STORY2 20 25 20 1.037 0.659 1.42 10 0.177 -0.115 2.54 2.54 0.006 0.006B3 STORY2 20 25 20 1.493 0.659 1.42 10 0.177 -0.115 2.54 2.54 0.006 0.006B3 STORY2 20 25 20 1.949 0.723 1.42 5 0.434 -0.424 2.54 2.54 0.006 0.006B3 STORY2 20 25 20 2.405 0.788 1.42 5 0.676 -0.769 2.54 2.54 0.006 0.006B4 STORY2 20 25 20 0.000 0.156 1.42 5 0.000 0.000 2.54 2.54 0.006 0.006B4 STORY2 20 25 20 0.453 0.351 1.42 5 0.000 -0.115 2.54 2.54 0.006 0.006B4 STORY2 20 25 20 0.905 0.560 1.42 5 0.000 -0.318 2.54 2.54 0.006 0.006B5 STORY2 20 25 20 0.125 1.213 1.42 5 0.093 -1.264 2.54 2.54 0.006 0.006B5 STORY2 20 25 20 0.596 1.010 1.42 5 0.235 -0.740 2.54 2.54 0.006 0.006B5 STORY2 20 25 20 1.067 0.806 1.42 10 0.324 -0.320 2.54 2.54 0.006 0.006B5 STORY2 20 25 20 1.538 0.602 1.42 10 0.420 -0.065 2.54 2.54 0.006 0.006B5 STORY2 20 25 20 2.009 0.399 1.42 10 0.420 0.000 2.54 2.54 0.006 0.006B5 STORY2 20 25 20 2.481 0.305 1.42 10 0.395 0.000 2.54 2.54 0.006 0.006B5 STORY2 20 25 20 2.952 0.509 1.42 10 0.439 0.000 2.54 2.54 0.006 0.006B5 STORY2 20 25 20 3.423 0.713 1.42 10 0.387 -0.199 2.54 2.54 0.006 0.006B5 STORY2 20 25 20 3.894 0.916 1.42 5 0.291 -0.539 2.54 2.54 0.006 0.006B5 STORY2 20 25 20 4.365 1.120 1.42 5 0.177 -1.018 2.54 2.54 0.006 0.006B6 STORY2 20 25 20 0.125 1.195 1.42 5 0.141 -1.158 2.54 2.54 0.006 0.006B6 STORY2 20 25 20 0.621 0.980 1.42 5 0.256 -0.619 2.54 2.54 0.006 0.006B6 STORY2 20 25 20 1.116 0.766 1.42 10 0.322 -0.206 2.54 2.54 0.006 0.006B6 STORY2 20 25 20 1.612 0.552 1.42 10 0.371 0.000 2.54 2.54 0.006 0.006B6 STORY2 20 25 20 2.108 0.337 1.42 10 0.366 0.000 2.54 2.54 0.006 0.006B6 STORY2 20 25 20 2.603 0.438 1.42 10 0.475 0.000 2.54 2.54 0.006 0.006B6 STORY2 20 25 20 3.099 0.652 1.42 10 0.483 -0.190 2.54 2.54 0.006 0.006B6 STORY2 20 25 20 3.594 0.867 1.42 5 0.399 -0.498 2.54 2.54 0.006 0.006B6 STORY2 20 25 20 4.090 1.081 1.42 5 0.316 -0.980 2.54 2.54 0.006 0.006B7 STORY2 20 25 20 0.000 0.156 1.42 5 0.000 0.000 2.54 2.54 0.006 0.006B7 STORY2 20 25 20 0.453 0.351 1.42 5 0.000 -0.115 2.54 2.54 0.006 0.006B7 STORY2 20 25 20 0.905 0.560 1.42 5 0.000 -0.318 2.54 2.54 0.006 0.006B8 STORY2 20 25 20 0.125 1.218 1.42 5 0.102 -1.273 2.54 2.54 0.006 0.006B8 STORY2 20 25 20 0.596 1.014 1.42 5 0.243 -0.748 2.54 2.54 0.006 0.006B8 STORY2 20 25 20 1.067 0.810 1.42 10 0.330 -0.326 2.54 2.54 0.006 0.006B8 STORY2 20 25 20 1.538 0.607 1.42 10 0.424 -0.068 2.54 2.54 0.006 0.006B8 STORY2 20 25 20 2.009 0.403 1.42 10 0.422 0.000 2.54 2.54 0.006 0.006B8 STORY2 20 25 20 2.481 0.310 1.42 10 0.396 0.000 2.54 2.54 0.006 0.006B8 STORY2 20 25 20 2.952 0.513 1.42 10 0.442 0.000 2.54 2.54 0.006 0.006B8 STORY2 20 25 20 3.423 0.717 1.42 10 0.392 -0.204 2.54 2.54 0.006 0.006B8 STORY2 20 25 20 3.894 0.921 1.42 5 0.298 -0.546 2.54 2.54 0.006 0.006B8 STORY2 20 25 20 4.365 1.124 1.42 5 0.186 -1.028 2.54 2.54 0.006 0.006B9 STORY2 20 25 20 0.125 1.200 1.42 5 0.151 -1.167 2.54 2.54 0.006 0.006

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B9 STORY2 20 25 20 0.621 0.985 1.42 5 0.263 -0.626 2.54 2.54 0.006 0.006B9 STORY2 20 25 20 1.116 0.771 1.42 10 0.327 -0.210 2.54 2.54 0.006 0.006B9 STORY2 20 25 20 1.612 0.557 1.42 10 0.373 0.000 2.54 2.54 0.006 0.006B9 STORY2 20 25 20 2.108 0.342 1.42 10 0.366 0.000 2.54 2.54 0.006 0.006B9 STORY2 20 25 20 2.603 0.443 1.42 10 0.478 0.000 2.54 2.54 0.006 0.006B9 STORY2 20 25 20 3.099 0.657 1.42 10 0.488 -0.195 2.54 2.54 0.006 0.006B9 STORY2 20 25 20 3.594 0.872 1.42 5 0.407 -0.505 2.54 2.54 0.006 0.006B9 STORY2 20 25 20 4.090 1.086 1.42 5 0.326 -0.990 2.54 2.54 0.006 0.006B18 STORY2 15 25 20 0.000 0.156 1.42 10 0.000 0.000 2.54 2.54 0.008 0.008B18 STORY2 15 25 20 0.422 0.104 1.42 10 0.055 0.000 2.54 2.54 0.008 0.008B18 STORY2 15 25 20 0.843 0.052 1.42 20 0.088 0.000 2.54 2.54 0.008 0.008B18 STORY2 15 25 20 1.265 0.000 1.42 20 0.099 0.000 2.54 2.54 0.008 0.008B18 STORY2 15 25 20 1.687 0.052 1.42 20 0.088 0.000 2.54 2.54 0.008 0.008B18 STORY2 15 25 20 2.108 0.104 1.42 10 0.055 0.000 2.54 2.54 0.008 0.008B18 STORY2 15 25 20 2.530 0.156 1.42 10 0.000 0.000 2.54 2.54 0.008 0.008B1 STORY1 20 25 20 0.125 2.439 1.42 5 1.598 -1.965 2.54 2.84 0.006 0.007B1 STORY1 20 25 20 0.581 2.071 1.42 5 1.142 -0.981 2.54 2.54 0.006 0.006B1 STORY1 20 25 20 1.037 1.703 1.42 10 0.617 -0.191 2.54 2.54 0.006 0.006B1 STORY1 20 25 20 1.493 1.703 1.42 10 0.617 -0.191 2.54 2.54 0.006 0.006B1 STORY1 20 25 20 1.949 2.071 1.42 5 1.142 -0.981 2.54 2.54 0.006 0.006B1 STORY1 20 25 20 2.405 2.439 1.42 5 1.598 -1.965 2.54 2.84 0.006 0.007B2 STORY1 20 25 20 0.125 2.437 1.42 5 1.562 -1.951 2.54 2.81 0.006 0.007B2 STORY1 20 25 20 0.581 2.063 1.42 5 1.132 -0.963 2.54 2.54 0.006 0.006B2 STORY1 20 25 20 1.037 1.690 1.42 10 0.617 -0.169 2.54 2.54 0.006 0.006B2 STORY1 20 25 20 1.493 1.690 1.42 10 0.617 -0.169 2.54 2.54 0.006 0.006B2 STORY1 20 25 20 1.949 2.063 1.42 5 1.132 -0.963 2.54 2.54 0.006 0.006B2 STORY1 20 25 20 2.405 2.437 1.42 5 1.562 -1.951 2.54 2.81 0.006 0.007B3 STORY1 20 25 20 0.125 2.227 1.42 5 1.615 -1.910 2.54 2.75 0.006 0.007B3 STORY1 20 25 20 0.581 1.943 1.42 5 1.118 -0.988 2.54 2.54 0.006 0.006B3 STORY1 20 25 20 1.037 1.660 1.42 10 0.555 -0.212 2.54 2.54 0.006 0.006B3 STORY1 20 25 20 1.493 1.660 1.42 10 0.555 -0.212 2.54 2.54 0.006 0.006B3 STORY1 20 25 20 1.949 1.943 1.42 5 1.118 -0.988 2.54 2.54 0.006 0.006B3 STORY1 20 25 20 2.405 2.227 1.42 5 1.615 -1.910 2.54 2.75 0.006 0.007B4 STORY1 25 25 20 0.000 0.620 1.42 5 0.000 0.000 2.54 2.54 0.005 0.005B4 STORY1 25 25 20 0.258 0.718 1.42 5 0.000 -0.172 2.54 2.54 0.005 0.005B4 STORY1 25 25 20 0.515 0.816 1.42 5 0.000 -0.370 2.54 2.54 0.005 0.005B4 STORY1 25 25 20 0.515 1.966 1.42 5 0.000 -0.370 2.54 2.54 0.005 0.005B4 STORY1 25 25 20 0.905 2.114 1.42 5 0.000 -1.165 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 0.125 3.930 1.42 5 0.012 -3.594 2.54 5.45 0.005 0.011B5 STORY1 25 25 20 0.383 3.851 1.42 5 0.391 -2.589 2.54 3.76 0.005 0.008B5 STORY1 25 25 20 0.641 3.773 1.42 10 0.757 -1.605 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 0.641 2.866 1.42 10 0.757 -1.605 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 0.962 2.769 1.42 10 1.037 -0.729 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 1.283 2.672 1.42 10 1.516 -0.105 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 1.283 1.764 1.42 10 1.516 -0.105 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 1.604 1.667 1.42 10 1.672 0.000 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 1.924 1.570 1.42 10 1.798 0.000 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 1.924 0.663 1.42 10 1.798 0.000 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 2.245 0.662 1.42 10 1.643 0.000 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 2.566 0.759 1.42 10 1.615 0.000 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 2.566 1.666 1.42 10 1.615 0.000 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 2.886 1.763 1.42 10 1.448 0.000 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 3.207 1.860 1.42 10 1.260 -0.032 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 3.207 2.767 1.42 10 1.260 -0.032 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 3.528 2.864 1.42 10 0.751 -0.686 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 3.849 2.962 1.42 10 0.444 -1.595 2.54 2.54 0.005 0.005B5 STORY1 25 25 20 3.849 3.869 1.42 10 0.444 -1.595 2.54 2.54 0.005 0.005

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B5 STORY1 25 25 20 4.107 3.947 1.42 5 0.054 -2.604 2.54 3.78 0.005 0.008B5 STORY1 25 25 20 4.365 4.025 1.42 5 0.000 -3.633 2.54 5.52 0.005 0.011B6 STORY1 25 25 20 0.125 4.026 1.42 5 0.000 -3.770 2.54 5.77 0.005 0.012B6 STORY1 25 25 20 0.414 3.938 1.42 5 0.105 -2.620 2.54 3.81 0.005 0.008B6 STORY1 25 25 20 0.703 3.851 1.42 10 0.497 -1.496 2.54 2.54 0.005 0.005B6 STORY1 25 25 20 0.703 2.866 1.42 10 0.497 -1.496 2.54 2.54 0.005 0.005B6 STORY1 25 25 20 1.054 2.759 1.42 10 0.777 -0.553 2.54 2.54 0.005 0.005B6 STORY1 25 25 20 1.405 2.653 1.42 10 1.245 0.000 2.54 2.54 0.005 0.005B6 STORY1 25 25 20 1.405 1.668 1.42 10 1.245 0.000 2.54 2.54 0.005 0.005B6 STORY1 25 25 20 1.756 1.562 1.42 10 1.329 0.000 2.54 2.54 0.005 0.005B6 STORY1 25 25 20 2.108 1.455 1.42 10 1.589 0.000 2.54 2.54 0.005 0.005B6 STORY1 25 25 20 2.108 0.905 1.42 10 1.589 0.000 2.54 2.54 0.005 0.005B6 STORY1 25 25 20 2.459 1.011 1.42 10 1.686 0.000 2.54 2.54 0.005 0.005B6 STORY1 25 25 20 2.810 1.117 1.42 10 1.796 0.000 2.54 2.54 0.005 0.005B6 STORY1 25 25 20 2.810 2.103 1.42 10 1.796 0.000 2.54 2.54 0.005 0.005B6 STORY1 25 25 20 3.161 2.209 1.42 10 1.521 -0.355 2.54 2.54 0.005 0.005B6 STORY1 25 25 20 3.513 2.315 1.42 10 1.210 -0.953 2.54 2.54 0.005 0.005B6 STORY1 25 25 20 3.513 3.300 1.42 10 1.210 -0.953 2.54 2.54 0.005 0.005B6 STORY1 25 25 20 3.801 3.388 1.42 5 0.849 -1.851 2.54 2.61 0.005 0.005B6 STORY1 25 25 20 4.090 3.475 1.42 5 0.539 -2.842 2.54 4.17 0.005 0.008B7 STORY1 25 25 20 0.000 0.620 1.42 5 0.000 0.000 2.54 2.54 0.005 0.005B7 STORY1 25 25 20 0.258 0.718 1.42 5 0.000 -0.172 2.54 2.54 0.005 0.005B7 STORY1 25 25 20 0.515 0.816 1.42 5 0.000 -0.370 2.54 2.54 0.005 0.005B7 STORY1 25 25 20 0.515 1.966 1.42 5 0.000 -0.370 2.54 2.54 0.005 0.005B7 STORY1 25 25 20 0.905 2.114 1.42 5 0.000 -1.165 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 0.125 3.942 1.42 5 0.039 -3.621 2.54 5.50 0.005 0.011B8 STORY1 25 25 20 0.383 3.864 1.42 5 0.415 -2.613 2.54 3.80 0.005 0.008B8 STORY1 25 25 20 0.641 3.785 1.42 10 0.778 -1.626 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 0.641 2.878 1.42 10 0.778 -1.626 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 0.962 2.781 1.42 10 1.054 -0.746 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 1.283 2.684 1.42 10 1.529 -0.119 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 1.283 1.777 1.42 10 1.529 -0.119 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 1.604 1.680 1.42 10 1.682 0.000 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 1.924 1.582 1.42 10 1.803 0.000 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 1.924 0.675 1.42 10 1.803 0.000 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 2.245 0.674 1.42 10 1.643 0.000 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 2.566 0.771 1.42 10 1.615 0.000 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 2.566 1.678 1.42 10 1.615 0.000 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 2.886 1.775 1.42 10 1.454 0.000 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 3.207 1.872 1.42 10 1.271 -0.042 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 3.207 2.780 1.42 10 1.271 -0.042 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 3.528 2.877 1.42 10 0.765 -0.700 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 3.849 2.974 1.42 10 0.462 -1.613 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 3.849 3.881 1.42 10 0.462 -1.613 2.54 2.54 0.005 0.005B8 STORY1 25 25 20 4.107 3.959 1.42 5 0.075 -2.625 2.54 3.81 0.005 0.008B8 STORY1 25 25 20 4.365 4.037 1.42 5 0.000 -3.657 2.54 5.57 0.005 0.011B9 STORY1 25 25 20 0.125 4.039 1.42 5 0.000 -3.796 2.54 5.82 0.005 0.012B9 STORY1 25 25 20 0.414 3.952 1.42 5 0.126 -2.642 2.54 3.84 0.005 0.008B9 STORY1 25 25 20 0.703 3.865 1.42 10 0.514 -1.513 2.54 2.54 0.005 0.005B9 STORY1 25 25 20 0.703 2.879 1.42 10 0.514 -1.513 2.54 2.54 0.005 0.005B9 STORY1 25 25 20 1.054 2.773 1.42 10 0.790 -0.566 2.54 2.54 0.005 0.005B9 STORY1 25 25 20 1.405 2.667 1.42 10 1.253 0.000 2.54 2.54 0.005 0.005B9 STORY1 25 25 20 1.405 1.682 1.42 10 1.253 0.000 2.54 2.54 0.005 0.005B9 STORY1 25 25 20 1.756 1.575 1.42 10 1.333 0.000 2.54 2.54 0.005 0.005B9 STORY1 25 25 20 2.108 1.469 1.42 10 1.589 0.000 2.54 2.54 0.005 0.005B9 STORY1 25 25 20 2.108 0.918 1.42 10 1.589 0.000 2.54 2.54 0.005 0.005B9 STORY1 25 25 20 2.459 1.025 1.42 10 1.693 0.000 2.54 2.54 0.005 0.005

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B9 STORY1 25 25 20 2.810 1.131 1.42 10 1.807 0.000 2.54 2.54 0.005 0.005B9 STORY1 25 25 20 2.810 2.116 1.42 10 1.807 0.000 2.54 2.54 0.005 0.005B9 STORY1 25 25 20 3.161 2.222 1.42 10 1.537 -0.371 2.54 2.54 0.005 0.005B9 STORY1 25 25 20 3.513 2.329 1.42 10 1.230 -0.974 2.54 2.54 0.005 0.005B9 STORY1 25 25 20 3.513 3.314 1.42 10 1.230 -0.974 2.54 2.54 0.005 0.005B9 STORY1 25 25 20 3.801 3.401 1.42 5 0.874 -1.876 2.54 2.65 0.005 0.005B9 STORY1 25 25 20 4.090 3.489 1.42 5 0.567 -2.871 2.54 4.22 0.005 0.008B18 STORY1 10 25 20 0.000 0.620 0.32 10 0.000 0.000 2.54 2.54 0.013 0.013B18 STORY1 10 25 20 0.422 0.413 0.32 10 0.218 0.000 2.54 2.54 0.013 0.013B18 STORY1 10 25 20 0.843 0.207 0.32 20 0.348 0.000 2.54 2.54 0.013 0.013B18 STORY1 10 25 20 1.265 0.000 0.32 20 0.392 0.000 2.54 2.54 0.013 0.013B18 STORY1 10 25 20 1.687 0.207 0.32 20 0.348 0.000 2.54 2.54 0.013 0.013B18 STORY1 10 25 20 2.108 0.413 0.32 10 0.218 0.000 2.54 2.54 0.013 0.013B18 STORY1 10 25 20 2.530 0.620 0.32 10 0.000 0.000 2.54 2.54 0.013 0.013B19 STORY1 10 25 20 0.000 1.150 0.32 10 0.000 0.000 2.54 2.54 0.013 0.013B19 STORY1 10 25 20 0.422 0.767 0.32 10 0.404 0.000 2.54 2.54 0.013 0.013B19 STORY1 10 25 20 0.843 0.383 0.32 20 0.647 0.000 2.54 2.54 0.013 0.013B19 STORY1 10 25 20 1.265 0.000 0.32 20 0.727 0.000 2.54 2.54 0.013 0.013B19 STORY1 10 25 20 1.687 0.383 0.32 20 0.647 0.000 2.54 2.54 0.013 0.013B19 STORY1 10 25 20 2.108 0.767 0.32 10 0.404 0.000 2.54 2.54 0.013 0.013B19 STORY1 10 25 20 2.530 1.150 0.32 10 0.000 0.000 2.54 2.54 0.013 0.013B20 STORY1 10 25 20 0.000 0.995 0.32 10 0.000 0.000 2.54 2.54 0.013 0.013B20 STORY1 10 25 20 0.422 0.663 0.32 10 0.350 0.000 2.54 2.54 0.013 0.013B20 STORY1 10 25 20 0.843 0.332 0.32 20 0.559 0.000 2.54 2.54 0.013 0.013B20 STORY1 10 25 20 1.265 0.000 0.32 20 0.629 0.000 2.54 2.54 0.013 0.013B20 STORY1 10 25 20 1.687 0.332 0.32 20 0.559 0.000 2.54 2.54 0.013 0.013B20 STORY1 10 25 20 2.108 0.663 0.32 10 0.350 0.000 2.54 2.54 0.013 0.013B20 STORY1 10 25 20 2.530 0.995 0.32 10 0.000 0.000 2.54 2.54 0.013 0.013B21 STORY1 10 25 20 0.000 0.995 0.32 10 0.000 0.000 2.54 2.54 0.013 0.013B21 STORY1 10 25 20 0.422 0.663 0.32 10 0.350 0.000 2.54 2.54 0.013 0.013B21 STORY1 10 25 20 0.843 0.332 0.32 20 0.559 0.000 2.54 2.54 0.013 0.013B21 STORY1 10 25 20 1.265 0.000 0.32 20 0.629 0.000 2.54 2.54 0.013 0.013B21 STORY1 10 25 20 1.687 0.332 0.32 20 0.559 0.000 2.54 2.54 0.013 0.013B21 STORY1 10 25 20 2.108 0.663 0.32 10 0.350 0.000 2.54 2.54 0.013 0.013B21 STORY1 10 25 20 2.530 0.995 0.32 10 0.000 0.000 2.54 2.54 0.013 0.013B22 STORY1 10 25 20 0.000 0.995 0.32 10 0.000 0.000 2.54 2.54 0.013 0.013B22 STORY1 10 25 20 0.422 0.663 0.32 10 0.350 0.000 2.54 2.54 0.013 0.013B22 STORY1 10 25 20 0.843 0.332 0.32 20 0.559 0.000 2.54 2.54 0.013 0.013B22 STORY1 10 25 20 1.265 0.000 0.32 20 0.629 0.000 2.54 2.54 0.013 0.013B22 STORY1 10 25 20 1.687 0.332 0.32 20 0.559 0.000 2.54 2.54 0.013 0.013B22 STORY1 10 25 20 2.108 0.663 0.32 10 0.350 0.000 2.54 2.54 0.013 0.013B22 STORY1 10 25 20 2.530 0.995 0.32 10 0.000 0.000 2.54 2.54 0.013 0.013B23 STORY1 10 25 20 0.000 0.995 0.32 10 0.000 0.000 2.54 2.54 0.013 0.013B23 STORY1 10 25 20 0.422 0.663 0.32 10 0.350 0.000 2.54 2.54 0.013 0.013B23 STORY1 10 25 20 0.843 0.332 0.32 20 0.559 0.000 2.54 2.54 0.013 0.013B23 STORY1 10 25 20 1.265 0.000 0.32 20 0.629 0.000 2.54 2.54 0.013 0.013B23 STORY1 10 25 20 1.687 0.332 0.32 20 0.559 0.000 2.54 2.54 0.013 0.013B23 STORY1 10 25 20 2.108 0.663 0.32 10 0.350 0.000 2.54 2.54 0.013 0.013B23 STORY1 10 25 20 2.530 0.995 0.32 10 0.000 0.000 2.54 2.54 0.013 0.013

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ETABS® v9.5.0 Concrete Frame Design Design Detailed Output ACI 318-05/IBC 2003 Units: KN-m

PREFERENCIAS DE DISEÑO

Consider Minimum Eccentricity = YesNumber of Interaction Curves = 24 Number of Interaction Points = 11

Pattern Live Load Factor = 0.750 Utilization Factor Limit = 0.950

Phi (Tension Controlled) = 0.900 Phi (Comp. Controlled Tied) = 0.650

Phi (Comp. Controlled Spiral) = 0.700 Phi (Shear and/or Torsion) = 0.750

Phi (Shear Seismic) = 0.600 Phi (Shear Joint) = 0.850

Combinaciones de cargaLoad Combinations

Combination Combination

Name Definition

COMB01 1.400*DEAD

COMB02 1.200*DEAD + 1.600*LIVE

COMB03 1.200*DEAD + 1.000*LIVE + 0.267*SX + 0.080*SY

COMB04 1.200*DEAD + 1.000*LIVE + 0.267*SX � 0.080*SY

COMB05 1.200*DEAD + 1.000*LIVE � 0.267*SX + 0.080*SY

COMB06 1.200*DEAD + 1.000*LIVE � 0.267*SX � 0.080*SY

COMB07 1.200*DEAD + 1.000*LIVE + 0.267*SY + 0.080*SX

COMB08 1.200*DEAD + 1.000*LIVE + 0.267*SY � 0.080*SX

COMB09 1.200*DEAD + 1.000*LIVE � 0.267*SY + 0.080*SX

COMB10 1.200*DEAD + 1.000*LIVE � 0.267*SY � 0.080*SX

COMB11 0.900*DEAD + 0.267*SX + 0.080*SY

COMB12 0.900*DEAD + 0.267*SX � 0.080*SY

COMB13 0.900*DEAD � 0.267*SX + 0.080*SY

COMB14 0.900*DEAD � 0.267*SX � 0.080*SY

COMB15 0.900*DEAD + 0.267*SY + 0.080*SX

COMB16 0.900*DEAD + 0.267*SY � 0.080*SX

COMB17 0.900*DEAD � 0.267*SY + 0.080*SX

COMB18 0.900*DEAD � 0.267*SY � 0.080*SX

Propiedades del concretoMaterial Property Data - General

Name Type Dir/Plane Modulus of Poisson's Thermal Shear

Elasticity Ratio Coefficient Modulus

CONC Iso All 21538110.000 0.2000 9.9000E-06 8974212.500

Resistencia de los materials de diseñoMaterial Property Data - Concrete Design

Name Lightweight Concrete Rebar Rebar Lightweight

Concrete fc fy fys Reduc. Factor

CONC No 21000.000 420000.000 420000.000 N/A

ETABS® v9.5.0 Concrete Frame Design Design Detailed Output ACI 318-05/IBC 2003 Units: KN-m

Propiedades de las columnas de concretoFrame Section Property Data - Concrete Columns

Frame Section Material Column Column Rebar Concrete Bar Corner

Name Name Depth Width Pattern Cover Size Bar Size

COL25X25 CONC 0.250 0.250 RR-2-2 5.000E-02 #5 #5

Diseño de las columnas de concreto - P-M-M Interacción & Diseño a cortanteConcrete Column Design - P-M-M Interaction & Shear Design

Story Column Section Column PMM Flexural Shear22 Shear33

Level Line Name End Ratio Rebar Area Rebar Area Rebar Area

STORY2 C1 COL25X25 Top 0.305 8.000E-04 2.083E-04 2.083E-04

STORY2 C1 COL25X25 Bottom 0.328 8.000E-04 2.083E-04 2.083E-04























Diseño de los nudos de unión Viga - ColumnaConcrete Column Joint Design - Beam to Column D/C Ratios & Joint Shear Check

Story Column Section (6/5)Beam-Column (6/5)Beam-Column Joint Shear Joint Shear

Level Line Name Ratio Major Ratio Minor Ratio Major Ratio Minor

STORY2 C1 COL25X25

STORY1 C1 COL25X25

STORY2 C2 COL25X25

STORY1 C2 COL25X25

STORY2 C3 COL25X25

STORY1 C3 COL25X25

STORY2 C4 COL25X25

STORY1 C4 COL25X25

STORY2 C5 COL25X25

STORY1 C5 COL25X25

STORY2 C6 COL25X25

STORY1 C6 COL25X25

DIAGRAMA DE INTERACCIÓN UNIDADES CONSISTENTESBASE 0.25 Ag 0.06

ALTURA 0.25f´c 21000.00 ββββ1 0.85fy 420000.00

As1x 0.000400 d1x 0.0500 As1y 0.000400 d1y 0.0500As2x 0.000400 d2x 0.2000 As2y 0.000400 d2y 0.2000As3x d3x As3y d3yAs4x d4x As4y d4yAs5x d5x As5y d5yAs6x d6x As6y d6yAs7x d7x As7y d7yAs8x d8x As8y d8yAst 0.00080ρρρρst 0.01280 cbx φφφφPbx φφφφMbx

Es 200000000 0.118 270.563 36.6722

φφφφ 0.65 cby φφφφPby φφφφMby

αααα 0.75 0.118 270.563 36.6722

Po φφφφPo1437.345 934.27425

Pmáx700.7057 ci φφφφPni φφφφMni

Pmín 0.051 18.160 21.2993131.25 0.051 18.160 21.2993

Pt-336

Datos de repartición a lo largo de x Datos de repartición a lo largo de y

DIAGRAMA DE INTERACCIÓN RESPECTO A X

-600

-400

-200

0

200

400

600

800

1000

1200

1400

1600

0 10 20 30 40 50 60

Mn

Pn

Mnx-Pnx �-Mnx-Pnx ebx Pmáx

Mnix-Pnix Pmín Mux-Pu

d2x

d3x

d4x

d5x

d6x

d7x

d8x

d1x

d2y d

3y d

4y d

5y d

6y d

7y d

8y

d1

y

B

H

DIAGRAMA DE INTERACCIÓN RESPECTO A Y

-600

-400

-200

0

200

400

600

800

1000

1200

1400

1600

0 10 20 30 40 50 60

Mn

Pn

Mny-Pny �-Mny-Pny eby

Pmáx Mniy-Pniy Pmín

Muy-Pu

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