diseÑo-de-acero-y-albaÑileria pf.xlsx

PREDIMENSIONAMIENTO

HLOSA = L HLOSA = 0.10 0.1235

DENSIDAD DE LOS MUROS (X-X) E (Y-Y)

DONDE: L = Longitud de murost = Espesor

AP = Area de la plantaZ = Factor de zonaU = Factor de usoS = Factor de sueloN = # de pisos

HMURO = 2.4L.LOSA = 0.12

Muro X Muro X t= 0,13 Muro Y Muro Y t= 0,13 Muro X1x 4 1.81 1y 4 5.44 1x2x 4 1.82 2y 2x3x 4 3y 3x4x 4 4y 4x5x 4 1.27 5y 5x6x 4 2.96 6y 6x7X 4 2.4 7y 4 1.81 7X8X 4 4.36 8X

Σx 58.48 Σy 29

AREA DE LA PLANTA:AP: (18.03 * 20.24) - [4*(10.64) + 2 (6.36)]

AP: 309.65

DENSIDAD DE LOS MUROS EN LA DIRECCION X-X:

X-X =

X-X = 0.039 ≥ 0.032 OK

DENSIDAD DE LOS MUROS EN LA DIRECCION Y-Y:

Y-Y =

Y-Y = 0.052 ≥ 0.032 OK

m2

(𝜮(𝑳∗𝒕))/𝑨𝒑= 𝒁𝑼𝑺𝑵/𝟓𝟔

((𝚺𝐱*𝐭))/𝐀𝐩 ≥ 𝐙𝐔𝐒𝐍/𝟓𝟔

((𝚺𝐲*𝐭))/𝐀𝐩 ≥ 𝐙𝐔𝐒𝐍/𝟓𝟔

FUERZA ADMISIBLE A LA COMPRESION DEL MURO

≤

MURO DE SOGA Fa = 93.83 ≤

MURO DE CABEZA Fa = 118.44 ≤

Fa=𝟎.𝟐𝟎∗𝒇^′ 𝒎∗[𝟏−(〖𝑯𝑴𝑼𝑹𝑶 /(𝟑𝟓∗𝒕))〗 ^𝟐] 𝟎.𝟏𝟓∗𝒇^′ 𝒎

Longitud de murosEspesor 0.13 0.23Area de la plantaFactor de zona 0.30Factor de uso 1.00Factor de suelo 1.20# de pisos 5.00

mm

Muro X t= 0,23 Muro Y Muro Y t= 0.231y2y 4 2.67

4 2.81 3y 4 2.234 1.9 4y 4 2.46

5y 4 2.266y 2 7.427y

Σx 18.84 Σy 53.32

f'm = 650

97.5 OK

117

65 kg/m2 Tn/m2

𝟎.𝟏𝟓∗𝒇^′ 𝒎

Analisis del muro X-1 a Compresion

Area Tributaria: 1.81

Peso Losa Maciza Azotea:[PESO LOSA + PESO ACABADO + SOBRE CARGA]*AREA TRIBUTARIA

0.88 Tn/ml

Peso Losa del Piso Tipico:[PESO LOSA + PESO ACABADO + 0.20]*AREA TRIBUTARIA

1.06 Tn/ml

Peso del Muro Portante:

0.37 Tn/ml

Peso del Muro :P =P = 7.00 Tn/ml

ESFUERZO A COMPRENSION DEL MURO (ACTUANTE)

Ϭ = PESO MUROTMURO

Ϭ = 53.83

P1 =P1 =

P2 =P2 =

P3 = [P1 * TMURO + 2 * TARRAJEO]*ALTURA DE PISOP3 =

P1 + (# PISOS TIPICO*P2) + (# DE PISOS * P3)

Tn/m2

PARA PESO LOSA PESO ACABADOS SOBRE CARGA AZOTEA TMURO0.12 0.29

0.10 0.100.13

0.17 0.41 0.23

# PISOS TIPICO # DE PISOS

4.00 5.00[PESO LOSA + PESO ACABADO + SOBRE CARGA]*AREA TRIBUTARIA

[PESO LOSA + PESO ACABADO + 0.20]*AREA TRIBUTARIA

TARRAJEO ALTURA PISO

0.02 2.40




0.97 Tn/ml


1.17 Tn/ml


0.40 Tn/ml



Ϭ = PESO MUROTMURO

Ϭ = 58.75

P1 =P1 =

P2 =P2 =



Tn/m2


0.10 0.100.13

0.17 0.41 0.23





0.02 2.40




2.32 Tn/ml


2.80 Tn/ml


1.38 Tn/ml



Ϭ = PESO MUROTMURO

Ϭ = 88.74

P1 =P1 =

P2 =P2 =



Tn/m2


0.10 0.100.13

0.17 0.41 0.23





0.02 2.40




3.33 Tn/ml


4.02 Tn/ml


1.94 Tn/ml



Ϭ = PESO MUROTMURO

Ϭ = 126.42

P1 =P1 =

P2 =P2 =



Tn/m2


0.10 0.100.13

0.17 0.41 0.23





0.02 2.40




0.88 Tn/ml


1.06 Tn/ml


0.37 Tn/ml



Ϭ = PESO MUROTMURO

Ϭ = 53.83

P1 =P1 =

P2 =P2 =



Tn/m2


0.10 0.100.13

0.17 0.41 0.23





0.02 2.40




1.04 Tn/ml


1.26 Tn/ml


0.42 Tn/ml



Ϭ = PESO MUROTMURO

Ϭ = 62.97

P1 =P1 =

P2 =P2 =



Tn/m2


0.10 0.100.13

0.17 0.41 0.23





0.02 2.40

Analisis del muro Y-1 a Compresion



1.32 Tn/ml


1.59 Tn/ml


0.51 Tn/ml



Ϭ = PESO MUROTMURO

Ϭ = 78.49

P1 =P1 =

P2 =P2 =



Tn/m2


0.10 0.100.13

0.17 0.41 0.23





0.02 2.40




2.49 Tn/ml


3.00 Tn/ml


1.47 Tn/ml



Ϭ = PESO MUROTMURO

Ϭ = 95.11

P1 =P1 =

P2 =P2 =



Tn/m2


0.10 0.100.13

0.17 0.41 0.23





0.02 2.40




2.42 Tn/ml


2.91 Tn/ml


1.43 Tn/ml



Ϭ = PESO MUROTMURO

Ϭ = 92.20

P1 =P1 =

P2 =P2 =



Tn/m2


0.10 0.100.13

0.17 0.41 0.23





0.02 2.40




1.96 Tn/ml


2.36 Tn/ml


1.18 Tn/ml



Ϭ = PESO MUROTMURO

Ϭ = 75.27

P1 =P1 =

P2 =P2 =



Tn/m2


0.10 0.100.13

0.17 0.41 0.23





0.02 2.40




2.02 Tn/ml


2.43 Tn/ml


1.21 Tn/ml



Ϭ = PESO MUROTMURO

Ϭ = 77.27

P1 =P1 =

P2 =P2 =



Tn/m2


0.10 0.100.13

0.17 0.41 0.23





0.02 2.40




11.42 Tn/ml


13.76 Tn/ml


6.40 Tn/ml



Ϭ = PESO MUROTMURO

Ϭ = 428.06

P1 =P1 =

P2 =P2 =



Tn/m2


0.10 0.100.13

0.17 0.41 0.23





0.02 2.40




0.88 Tn/ml


1.06 Tn/ml


0.37 Tn/ml



Ϭ = PESO MUROTMURO

Ϭ = 53.83

P1 =P1 =

P2 =P2 =



Tn/m2


0.10 0.100.13

0.17 0.41 0.23





0.02 2.40

Metrado de cargasHlosa 0.12

cargas directas Hmuro 2.4zona de ventanasw 0.361 e 0.15

zona de vigasw (.15) 0.123w(.25) 0.205

zona de muros portantesw (.15) 0.792w (.25) 1.32

cargas directas en azotea zona de vigas con parapetow 0.333

zona de muro con parapetow 0.675

METRADO DE CARGAS INDIRECTASt= 0.12

wlosa= 0.388 t/m2 t= cp= 0.168p= 0.3

wpp= 0.53168368wacab= 0.1 t/m2CM= 0.63168368 CM=wpp+wacab

PD1= 0.73PD2= 0.79PL1= 0.29PL2= 0.32

wpp=ɤ(cp/2+t*(1+(cp/p)^2)^(1/2))

cargas unitarias

concreto armado 2.4losa maciza 0.288acabados 0.1sobre carga azotea 0.1sobre carga vivienda 0.2sobrecarga escaleras 0.3muri albañileria tarrajeado e(.15) 0.285muri albañileria tarrajeado e(.25) 0.475muros de tabiqueria(alfeizer y parapetos) tarrajeados 0.21ventanas 0.02 albañileria columna(flexion)concreto fc 175 kg/cm2 210acero 4200albañileria pilas fm 85 kg/m2albañilerias muretes vm 9.2 kg/m3morteo 1 4

columna(flexion)kg/cm2

cargas gravitacionales piso tipico

muro X1 muro y1area 1.81

PD Area Wlosa PDlosa 1.81 0.388 0.70228muro 1.81 0.792 1.43352ventana 0.575 0.361 0.207575viga 0.575 0.123 0.070725escalera 0

2.4141PL PL

losa 1.81 0.25 0.4525viga 0.08625 0.25 0.0215625escalera 0

0.4740625C2 e (.15) muro Y2

area 1.99

PD Area Wlosa PDlosa 1.99 0.388 0.77212muro 0.792 0ventana 2.58 0.361 0.93138viga 1.22 0.123 0.15006PP columna 2.43 2.4 5.832

7.68556PL PL


0.54325muro X3 e(.25) muro Y3

area 4.76

PD Area Wlosa PDlosa 4.76 0.388 1.84688muro 2.81 1.32 3.7092ventana 0.361 0viga 0 0.205 0escalera 0

5.55608PL PL

losa 4.76 0.25 1.19viga 0 0.25 0escalera 0

1.19muro X4 e(.25) muro Y4

area 6.83

PD Area Wlosa PD

losa 6.83 0.388 2.65004muro 1.91 1.32 2.5212ventana 0.361 0viga 0.53 0.205 0.10865escalera 0

5.27989PL PL


1.740625muro X5 e (.15) muro Y5

area 1.81

PD Area Wlosa PDlosa 1.81 0.388 0.70228muro 1.27 0.792 1.00584ventana 0.361 0viga 0.38 0.123 0.04674escalera 0

1.75486PL PL


0.46675muro X6 e (.15) muro Y6

area 2.14

PD Area Wlosa PDlosa 2.14 0.388 0.83032muro 2.96 0.792 2.34432ventana 0.57 0.361 0.20577viga 0 0.123 0escalera 0

3.38041PL PL


0.535muro X7 e (.15) muro y7

area 4.49

PD Area Wlosa PDlosa 4.49 0.388 1.74212muro 2.4 0.792 1.9008ventana 0.6 0.361 0.2166viga 0 0.123 0escalera 0

3.85952

PL PLlosa 4.49 0.25 1.1225viga 0 0.25 0escalera 0

1.1225muro X8 e (.15)

area 1.8

PD Area Wlosalosa 1.8 0.388 0.6984muro 4.36 0.792 3.45312ventana 0.361 0viga 0 0.123 0escalera 0.73 1 0.73

4.88152PL

losa 1.8 0.25 0.45viga 0 0.25 0escalera 0.29 0

0.45

cargas gravitacionales AZOTEA

muro X1 muro y1area 1.81

PD Area Wlosa PDlosa 1.81 0.388 0.70228muro 1.81 0.675 1.22175ventana 0 0.361 0viga 0.575 0.333 0.191475escalera 0

2.115505PL PL


0.189625muro X2 e (.15) muro Y2

area 1.99

PD Area Wlosa PDlosa 1.99 0.388 0.77212muro 0.675 0ventana 0 0.361 0viga 3.8 0.333 1.2654parapeto 0.6 0.225 0.135

2.17252PL PL

losa 1.99 0.1 0.199viga 0.57 0.1 0.057

escalera 00.256

muro X3 e(.25) muro Y3area 4.76

PD Area Wlosa PDlosa 4.76 0.388 1.84688muro 2.81 0.465 1.30665ventana 0.361 0viga 0 0.333 0escalera 0

3.15353PL PL


0.476muro X4 e(.25) muro Y4

area 6.83


3.71468PL PL


0.69625muro X5 e (.15) muro Y5

area 1.81


1.41937PL PL


0.1867muro X6 e (.15) muro Y6

area 2.14

PD Area Wlosa PD

losa 2.14 0.388 0.83032muro 2.96 0.675 1.998ventana 1 0viga 0.575 0.333 0.191475escalera 0

3.019795PL PL


0.222625muro X7 e (.15) muro y7

area 4.49

PD Area Wlosa PDlosa 4.49 0.388 1.74212muro 2.4 0.675 1.62ventana 0 0viga 0.6 0.333 0.1998escalera 0

3.56192PL PL


0.458muro X8 e (.15)

area 1.8

PD Area Wlosalosa 1.8 0.388 0.6984muro 2.11 0.675 1.42425ventana 0.361 0viga 2.25 0.123 0.27675escalera 0

2.3994PL


0.21375

e (.15) MUROarea 2.7

X1Area Wlosa c2

losa 2.7 0.388 1.0476 X3muro 5.44 0.792 4.30848 X4ventana 0.57 0.361 0.20577 X5viga 0 0.123 0 X6escalera 0 X7

5.56185 X8X8

losa 2.7 0.25 0.675 Y1viga 0 0.25 0 Y2escalera 0 Y3

0.675 Y4e(.25) Y5area 5.11 Y6

Y7Area Wlosa PESO NIVEL

losa 5.11 0.388 1.98268muro 2.67 1.32 3.5244ventana 0.575 0.361 0.207575viga 0.4 0.205 0.082escalera 0

5.796655


1.3025e(.25)area 4.95

Area Wlosalosa 4.95 0.388 1.9206muro 2.23 1.32 2.9436ventana 0.361 0viga 0 0.205 0escalera 0

4.8642


1.2375e(.25)area 4.02

Area Wlosa

losa 4.02 0.388 1.55976muro 2.46 1.32 3.2472ventana 0.6 0.361 0.2166viga 0.4 0.205 0.082escalera 0

5.10556


1.03e(.25)area 4.13


4.58564


1.0325e(.25)area 23.4

Area Wlosalosa 23.4 0.388 9.0792muro 7.42 1.32 9.7944ventana 2.86 0.361 1.03246viga 1.35 0.205 0.27675escalera 0

20.18281


5.934375e (.15)area 1.81

Area Wlosalosa 1.81 0.388 0.70228muro 1.81 0.792 1.43352ventana 0.361 0viga 0.123 0escalera 0

2.1358

losa 1.81 0.25 0.4525viga 0 0escalera 0

0.4525

e (.15)area 2.7

Area Wlosalosa 2.7 0.388 1.0476muro 5.44 0.675 3.672ventana 0 0.361 0viga 0.57 0.333 0.18981escalera 0

4.90941


0.27855e(.25)area 5.11

Area Wlosalosa 5.11 0.388 1.98268muro 2.67 0.465 1.24155ventana 0 0.361 0viga 0.975 0.123 0.119925escalera 0

3.344155

losa 5.11 0.1 0.511viga 0.24375 0.1 0.024375

escalera 00.535375

e(.25)area 4.95


2.95755


0.495e(.25)area 4.02

Area Wlosalosa 4.02 0.388 1.55976muro 2.46 0.465 1.1439ventana 0.361 0viga 1 0.123 0.123escalera 0

2.82666


0.427e(.25)area 4.13


2.65334


0.413e(.25)area 23.4

Area Wlosa

losa 23.4 0.388 9.0792muro 7.42 0.465 3.4503viga sin parapeto 1.42 0.123 0.17466viga 3.01 0.333 1.00233escalera 0

13.70649


2.41525e (.15)area 1.81

Area Wlosalosa 1.81 0.388 0.70228muro 1.81 0.675 1.22175ventana 0.361 0viga 0.123 0escalera 0

1.92403

losa 1.81 0.1 0.181viga 0 0escalera 0

0.181

n°VECES MURO 4CUADRO RESUMEN

PISO TIPICO AZOTEAPD +PL PD+0.25PL PD +PL PD+0.25PL

2.8881625 2.53261562 10.1304625 2.30513 2.16291125 8.6516458.22881 7.8213725 31.28549 2.42852 2.23652 8.946086.74608 5.85358 23.41432 3.62953 3.27253 13.09012

7.020515 5.71504625 22.860185 4.41093 3.8887425 15.554972.22161 1.8715475 7.48619 1.60607 1.466045 5.864183.91541 3.51416 14.05664 3.24242 3.07545125 12.3018054.98202 4.140145 16.56058 4.01992 3.67642 14.705685.33152 4.99402 9.98804 2.61315 2.4528375 9.811355.42152 5.00152 10.00304 06.23685 5.7306 22.9224 5.18796 4.9790475 19.91619

7.099155 6.12228 24.48912 3.87953 3.47799875 6.95599756.1017 5.173575 20.6943 3.45255 3.0813 12.3252

6.13556 5.36306 21.45224 3.25366 2.93341 11.733645.61814 4.843765 19.37506 3.06634 2.75659 11.02636

26.117185 21.6664038 43.3328075 16.12174 14.3103025 57.241212.5883 2.248925 8.9957 2.10503 1.96928 7.87712

307.046575 216.001548

CARACTERISTICAS SISMICAS

Z 0.4 Ht 10.8U 1S 1Tp 0.4 NIVEL O PISOHI (m)R 6 4 10.8C 2.5 3 8.1T 0.18 2 5.4

1 2.7

PESOS DE PISOS4TO PISO 216.0015483ER PISO 307.0465752DO PISO 307.0465751ER PISO 307.046575

1137.14127

H 189.523545

Pi (tn) Pi*Hi Fi Hi216.001548 2332.81671 60.5071076 60.5071076307.046575 2487.07726 64.5082189 125.015327307.046575 1658.05151 43.0054793 168.020806307.046575 829.025753 21.5027396 189.523545

7306.97123 189.523545

X1 A TOTAL = 0.51 m2

A2 DE CORTE = 0.23 m2

f = (AT / A2 ) = 2.20

I 1 = 1000000.00 m4

I 2 = 1000000.00 m4

I 3 = ???? m4

BASE = 0.13 1.53

ALTURA = 1.62 0.13

DISTANCIA cg = 0.66 0.17



f = (AT / A2 ) = 1.91

I 1 = 1000000.00 m4

I 2 = 1000000.00 m4

I 3 = ???? m4

BASE = 0.13 1.48

ALTURA = 0.80 0.23




f = (AT / A2 ) = 1.46

I 1 = 1000000.00 m4

I 2 = 1000000.00 m4

I 3 = ???? m4

BASE = 0.13 2.73

ALTURA = 1.73 0.23




f = (AT / A2 ) = 1.87

I 1 = 1000000.00 m4

I 2 = 1000000.00 m4

I 3 = ???? m4

BASE = 0.13 1.57

ALTURA = 0.80 0.23




f = (AT / A2 ) = 0.95

I 1 = 1000000.00 m4

I 2 = 1000000.00 m4

I 3 = ???? m4

BASE = 0.13 1.53

ALTURA = 0.80 1.09


X6 A TOTAL = 20.02 m2


f = (AT / A2 ) = 0.83

I 1 = 1000000.00 m4

I 2 = 1000000.00 m4

I 3 = ???? m4

BASE = 0.13 1.53

ALTURA = 0.80 12.78




f = (AT / A2 ) = 0.32

I 1 = 1000000.00 m4

I 2 = 1000000.00 m4

I 3 = ???? m4

BASE = 0.13 0.66

ALTURA = 0.80 0.13




f = (AT / A2 ) = 0.39

I 1 = 1000000.00 m4

I 2 = 1000000.00 m4

I 3 = ???? m4

BASE = 0.13 1.91

ALTURA = 0.80 0.13


X cg = 0.72

I 3 = 0.24

0.13

0.80

1.00

X cg = 1.15

I 3 = 0.35

0.23

1.58

0.59

X cg = 1.45

I 3 = 1.03

0.23

0.80

0.29

X cg = 1.20

I 3 = 0.38

0.23

1.58

0.62

X cg = 0.93

I 3 = 0.55

0.23

0.80

0.40

X cg = 0.91

I 3 = 12.78

0.23

1.58

2.11

X cg = 1.43

I 3 = 0.64

0.23 0.37 0.23 0.63 0.13

1.56 0.13 1.56 0.13 0.80

0.52 0.22 0.08 0.51 0.89

X cg = 2.89

I 3 = 2.31

1.69 1.93 0.13

0.23 0.13 0.80

0.73 0.35 1.38

Y1 A TOTAL = 2.42 m2


f = (AT / A2 ) = 0.17

I 1 = 1000000.00 m4

I 2 = ???? m4

I 3 = 1000000.00 m4

ALTURA = 0.13 3.29

BASE = 1.58 0.13




f = (AT / A2 ) = 1.55

I 1 = 1000000.00 m4

I 2 = ???? m4

I 3 = 1000000.00 m4

ALTURA = 0.13 2.19

BASE = 0.80 0.13




f = (AT / A2 ) = 1.72

I 1 = 1000000.00 m4

I 2 = ???? m4

I 3 = 1000000.00 m4

ALTURA = 0.13 2.80

BASE = 0.80 0.13




f = (AT / A2 ) = 1.95

I 1 = 1000000.00 m4

I 2 = ???? m4

I 3 = 1000000.00 m4

ALTURA = 0.13 1.98

BASE = 0.80 0.13




f = (AT / A2 ) = 0.27

I 1 = 1000000.00 m4

I 2 = 1000000.00 m4

I 3 = ???? m4

ALTURA = 0.23 0.61

BASE = 0.80 0.13




f = (AT / A2 ) = 1.15

I 1 = 1000000.00 m4

I 2 = ???? m4

I 3 = 1000000.00 m4

ALTURA = 0.23 6.94

BASE = 0.80 0.23




f = (AT / A2 ) = 2.49

I 1 = 1000000.00 m4

I 2 = ???? m4

I 3 = 1000000.00 m4

ALTURA = 0.23 1.63

BASE = 1.79 0.23


X cg = 5.12

I 2 = 37.51

0.23 1.79 0.13

2.24 0.13 8.00

3.15 4.16 5.12

X cg = 1.23

I 2 = 0.43

0.13

0.80

1.12

X cg = 1.77

I 2 = 1.03

0.13

1.65

1.66

X cg = 1.31

I 2 = 0.49

0.13

1.58

1.20

X cg = 1.32

I 3 = 0.83

0.23 1.09 0.23

1.48 0.13 1.69

0.12 0.55 1.21

X cg = 3.62

I 2 = 11.16

0.23

0.80

3.51

X cg = 1.01

I 2 = 0.81

0.23 0.63 0.13

1.79 0.13 0.80

0.90

CENTRO DE MASAS

MURO X1 X2 X3 X4 X5 X6 X7* Yi 0 0 3.472 3.072 5.363 6.734 6.734Pi 2.53261562 7.8213725 5.85358 5.71504625 1.8715475 3.51416 4.140145

Pi*Yi 0 0 20.3236298 17.5566221 10.0371092 23.6643534 27.8797364

MURO X1 X2 X3 X4 X5 X6 X7* Yi 20.094 20.094 16.622 17.022 14.731 13.36 13.36Pi 2.53261562 7.8213725 5.85358 5.71504625 1.8715475 3.51416 4.140145

Pi*Yi 50.8903784 157.162659 97.2982068 97.2815173 27.5697662 46.9491776 55.3123372

Ycm=

Ycm= 10.0447039

MURO X1 X2 X3 X4 X5 X6 X7* Xi 0.896 5.093 1.554 4.967 4.436 1.404 5.427Pi 2.53261562 7.8213725 5.85358 5.71504625 1.8715475 3.51416 4.140145

Pi*Xi 2.2692236 39.8342501 9.09646332 28.3866347 8.30218471 4.93388064 22.4685669

MURO X1 X2 X3 X4 X5 X6 X7* Xi 17.051 12.787 16.236 12.838 13.443 16.476 12.453Pi 2.53261562 7.8213725 5.85358 5.71504625 1.8715475 3.51416 4.140145

Pi*Xi 43.183629 100.01189 95.0387249 73.3697638 25.159213 57.8993002 51.5572257

Xcm= ∑Pi*Xi Xcm= 7.82960256∑Pi

X8 Y1 Y2 Y3 Y4 Y5 Y6 Y78.696 2.796 1.261 1.536 5.504 5.528 5.059 7.715

4.99402 5.7306 6.12228 5.173575 5.36306 4.843765 21.6664038 2.24892543.4279979 16.0227576 7.72019508 7.9466112 29.5182822 26.7763329 109.610337 17.3504564

X8 Y1 Y2 Y3 Y4 Y5 Y6 Y711.398 17.298 18.833 18.558 14.515 14.566 15.035 12.379

4.99402 5.7306 6.12228 5.173575 5.36306 4.843765 21.6664038 2.24892556.92184 99.1279188 115.300899 96.01120485 77.8448159 70.554281 325.75438 27.8394426

n°VECES MUR 4CUADRO RESUMEN

MURO PISO TIPICO AZOTEAPD +PL PD+0.25PL Piso Cplto PD +PL PD+0.25PL Piso Cplto

X1 2.8881625 2.53261562 10.1304625 2.30513 2.16291125 8.651645x2 8.22881 7.8213725 31.28549 2.42852 2.23652 8.94608X3 6.74608 5.85358 23.41432 3.62953 3.27253 13.09012X4 7.020515 5.71504625 22.860185 4.41093 3.8887425 15.55497X5 2.22161 1.8715475 7.48619 1.60607 1.466045 5.86418X6 3.91541 3.51416 14.05664 3.24242 3.07545125 12.301805X7 4.98202 4.140145 16.56058 4.01992 3.67642 14.70568X8 5.33152 4.99402 9.98804 2.61315 2.4528375 9.81135X8 5.42152 5.00152 10.00304 0Y1 6.23685 5.7306 22.9224 5.18796 4.9790475 19.91619Y2 7.099155 6.12228 24.48912 3.87953 3.47799875 6.9559975Y3 6.1017 5.173575 20.6943 3.45255 3.0813 12.3252Y4 6.13556 5.36306 21.45224 3.25366 2.93341 11.73364Y5 5.61814 4.843765 19.37506 3.06634 2.75659 11.02636Y6 26.117185 21.6664038 43.3328075 16.12174 14.3103025 57.24121Y7 2.5883 2.248925 8.9957 2.10503 1.96928 7.87712

PESO NIVEL 307.046575 216.001548

X8 Y1 Y2 Y3 Y4 Y5 Y6 Y75.751 0 2.958 5.923 2.958 5.145 8.94 5.742

4.99402 5.7306 6.12228 5.173575 5.36306 4.843765 21.6664038 2.24892528.720609 0 18.1097042 30.64308472 15.8639315 24.9211709 193.69765 12.9133274

X8 Y1 Y2 Y3 Y4 Y5 Y6 Y712.129 17.88 14.921 11.957 14.921 12.734 0 12.129

4.99402 5.7306 6.12228 5.173575 5.36306 4.843765 21.6664038 2.24892560.5724686 102.463128 91.3505399 61.86043628 80.0222183 61.6805035 0 27.2772113

SUMA

87.5910956357.834421

SUMA

87.59109561401.81883

SUMA

87.5910956440.160681

SUMA

87.5910956931.446253

RIGIDEZ DE MUROS Y CENTRO DE RIGIDECESfm 65

K Em*t Em 325004*(h/L)+3*(h/L)

1er pisodireccion Xh 240

muro L T K Y KY1x 181 15 73291.20402 0.075 5496.8403022x 182 15 74266.63725 0.075 5569.9977943x 281 25 321500.0922 3.547 1140360.8274x 190 25 137115.872 3.147 431503.64915x 127 15 29849.15343 5.438 162319.69646x 296 15 213600.9472 6.809 1454408.8497X 240 15 139285.7143 6.809 948396.42868X 436 15 420522.7754 8.771 3688405.2631x 181 15 73291.20402 20.169 1478210.2942x 182 15 74266.63725 20.169 1497883.8073x 281 25 321500.0922 16.697 5368087.044x 190 25 137115.872 17.097 2344270.0635x 127 15 29849.15343 14.806 441946.56576x 296 15 213600.9472 13.435 2869728.7267X 240 15 139285.7143 11.473 15980258X 436 15 420522.7754 11.473 4824657.802

2818864.792 28259270.85

Ycr 10.02505368

direccion Yh 240

muro L T K X KY1y 181 15 73291.20402 0.075 5496.8403022y 182 15 74266.63725 3.033 225250.71083y 281 25 321500.0922 5.998 1928357.5534y 190 25 137115.872 3.033 415872.43975y 127 15 29849.15343 5.22 155812.58096y 296 15 213600.9472 9.015 1925612.5397y 240 15 139285.7143 5.817 810225

1y 181 15 73291.20402 17.955 1315943.5682y 182 15 74266.63725 14.996 1113702.4923y 281 25 321500.0922 12.032 3868289.114y 190 25 137115.872 14.996 2056189.6165y 127 15 29849.15343 12.809 382337.80636y 296 15 213600.9472 9.015 1925612.539

7y 240 15 139285.7143 12.204 1699842.857

1977819.241 17828545.65

Xcr 9.014244217

2do pisodireccion Xh 492

muro L T K Y1x 181 15 11017.89164 0.0752x 182 15 11190.09366 0.0753x 281 25 60809.31079 3.5474x 190 25 21043.23182 3.1475x 127 15 3992.842698 5.4386x 296 15 41746.48398 6.8097X 240 15 24008.56921 6.8098X 436 15 106755.2052 8.7711x 181 15 11017.89164 20.1692x 182 15 11190.09366 20.1693x 281 25 60809.31079 16.6974x 190 25 21043.23182 17.0975x 127 15 3992.842698 14.8066x 296 15 41746.48398 13.4357X 240 15 24008.56921 11.4738X 436 15 106755.2052 11.473

561127.2581

Ycr 10.03805324

direccion Yh 492

muro L T K X1y 181 15 11017.89164 0.0752y 182 15 11190.09366 3.0333y 281 25 60809.31079 5.9984y 190 25 21043.23182 3.0335y 127 15 3992.842698 5.226y 296 15 41746.48398 9.0157y 240 15 24008.56921 5.817

1y 181 15 11017.89164 17.9552y 182 15 11190.09366 14.9963y 281 25 60809.31079 12.0324y 190 25 21043.23182 14.9965y 127 15 3992.842698 12.8096y 296 15 41746.48398 9.015

7y 240 15 24008.56921 12.204

347616.8476

Xcr 9.014274191

3er pisodireccion Xh 744

KY muro L T K826.3418727 1x 181 15 3360.464974839.2570247 2x 182 15 3414.863407215690.6254 3x 281 25 19772.0315266223.05055 4x 190 25 6450.5386521713.07859 5x 127 15 1186.446896284251.8094 6x 296 15 13720.88769163474.3478 7X 240 15 7589.674928936349.9051 8X 436 15 39008.07615222219.8564 1x 181 15 3360.464974225692.9991 2x 182 15 3414.8634071015333.062 3x 281 25 19772.03152359776.1345 4x 190 25 6450.5386559118.02899 5x 127 15 1186.446896560864.0123 6x 296 15 13720.88769275450.3146 7X 240 15 7589.6749281224802.47 8X 436 15 39008.076155632625.294 189005.9684

Ycr 10.04321443

direccion Yh 492

KY muro L T K826.3418727 1y 181 15 3360.46497433939.55408 2y 182 15 3414.863407364734.2461 3y 281 25 19772.0315263824.12212 4y 190 25 6450.5386520842.63888 5y 127 15 1186.446896376344.5531 6y 296 15 13720.88769139657.8471 7y 240 15 7589.674928

197826.2443 1y 181 15 3360.464974167806.6446 2y 182 15 3414.863407731657.6275 3y 281 25 19772.03152315564.3044 4y 190 25 6450.5386551144.32212 5y 127 15 1186.446896376344.5531 6y 296 15 13720.88769

293000.5787 7y 240 15 7589.674928

3133513.578 110989.8161

Xcr 9.014284989

4to pisodireccion Xh 996

Y KY muro L T0.075 252.0348731 1x 181 150.075 256.1147555 2x 182 153.547 70131.3958 3x 281 253.147 20299.84513 4x 190 255.438 6451.898223 5x 127 156.809 93425.52426 6x 296 156.809 51678.09659 7X 240 158.771 342139.8359 8X 436 15

20.169 67777.21807 1x 181 1520.169 68874.38005 2x 182 1516.697 330133.6103 3x 281 2517.097 110284.8593 4x 190 2514.806 17566.53275 5x 127 1513.435 184340.1261 6x 296 1511.473 87076.34045 7X 240 1511.473 447539.6576 8X 436 15

1898227.47

Ycr

direccion Yh 492

X KY muro L T0.075 252.0348731 1y 181 153.033 10357.28071 2y 182 155.998 118592.6451 3y 281 253.033 19564.48373 4y 190 255.22 6193.252799 5y 127 15

9.015 123693.8025 6y 296 155.817 44149.13906 7y 240 15

17.955 60337.14862 1y 181 1514.996 51209.29165 2y 182 1512.032 237897.0832 3y 281 2514.996 96732.2776 4y 190 2512.809 15197.1983 5y 127 159.015 123693.8025 6y 296 15

12.204 92624.39283 7y 240 15

1000493.833

Xcr

K Y KY1427.501475 0.075 107.06261061450.904117 0.075 108.81780888608.995095 3.547 30536.10562745.249823 3.147 8639.301194499.2452794 5.438 2714.895836000.485879 6.809 40857.308353268.045055 6.809 22252.1187817877.49099 8.771 156803.47351427.501475 20.169 28791.277251450.904117 20.169 29263.285148608.995095 16.697 143744.39112745.249823 17.097 46935.53623499.2452794 14.806 7391.8256076000.485879 13.435 80616.527783268.045055 11.473 37494.2809217877.49099 11.473 205108.454183755.83543 841364.6618

10.04544528

K X KY1427.501475 0.075 107.06261061450.904117 3.033 4400.5921878608.995095 5.998 51636.752582745.249823 3.033 8326.342714499.2452794 5.22 2606.0603596000.485879 9.015 54094.38023268.045055 5.817 19010.21809

1427.501475 17.955 25630.788981450.904117 14.996 21757.758148608.995095 12.032 103583.4292745.249823 14.996 41167.76635499.2452794 12.809 6394.8327846000.485879 9.015 54094.3802

3268.045055 12.204 39883.22186

48000.85345 432693.586

9.014289433

diseÑo-de-acero-y-albaÑileria pf.xlsx

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