Examen de Muto

7/23/2019 Examen de Muto

1/6

Vigas: 0.3 0.5 f'c = 280

Columnas: 0.5 0.3 E = 250998.01

Iv = 312500 Iv= 312500

4.50 Kv = 480.76923 Kv = 252.02Ic 312500.00 312500.00

Kc 1116.07 1116.07

K 0.43 0.77

a 0.18 0.28

D 197.78 310.63 Iv = 312500

7.25 Kl 7598.51 11933.65 Kv = 508.13

Ic 312500.00 312500.00 312500.00

Kc 1116.07 1116.07 1116.07

K 0.43 0.89 0.90

a 0.18 0.31 0.31D 197.78 342.65 347.24

4.50 Kl 7598.51 13163.86 13340.20

Ic

Kc

K

a

D

3.50 Kl 7598.51 13163.86 13340.20

Ic

KcK

a

D

3.75 Kl 7598.51 13163.86 13340.20

Ic 312500.00 312500.00 312500.00

Kc 1041.67 1041.67 1041.67

K 0.46 0.95 0.97

a 0.39 0.49 0.49

D 406.90 511.89 515.18

Kl 13617.51 17131.03982 17241.336.50 6.15

0.30

CALCLA!


2/6

a" La #igi$%& la%#al $%l sis%ma a(o#ica$o.

)" El $%s(la&ami%no a)soluo * #%lai+o %n %l #ango %lasico lin%al.

c" El $%s(la&ami%no a)soluo, #%lai+o * $iso#cion %n %l #ango in%lasico no lin%al.

! = 8

Rango Elastico Rango Inela

Hi # de piso s !s Kl

280 5 4.50 4.50 25.71 1.69 0.18 10.16 1.05

280 4 7.25 11.75 41.95 1.52 0.28 9.11 1.68

280 3 4.50 16.25 41.95 1.24 0.39 7.43 2.32

280 2 3.50 19.75 41.95 0.85 0.47 5.11 2.82

300 1 3.75 23.50 61.77 0.38 0.38 2.28 2.28

c" c" c" c"

te re tr rr


3/6

-gcm/.

-gcm/.

312500.00

2.8

1116.07

0.34

0.14

Iv = 312500 160.90

Kv = 500.00 6181.47 K = 25.71 $n%c"

312500.00

2.8

1116.07

0.45

0.18

204.25

7846.83 K = 41.&5 $n%c"

2.8

7846.83 K = 41.&5 $n%c"

2.8

7846.83 K = 41.&5 $n%c"

312500.00

3

1041.67

0.48

0.40

411.63

13775.65 K = 61.77 $n%c"6.25

Ic = 0.30'0.50(3%12 0.30

0.50 0.50


4/6

stico

isto)si*n+o)"a

0.004 OK

0.006 OK

0.008 MAL

0.010 MAL

0.008 MAL

c"


5/6

Ic = 0.50'0.30(3%12


6/6

Examen de Muto

Documents

Transcript of Examen de Muto