Bajada de Cargas Final

I.T.S.M. BAJADA DE CARGAS

PLANTA ARQUITECTONICA BAJA

1


PLANTA ARQUITECTONICA ALTA

2


PLANTA ARQUITECTONICA DE AZOTEA

3


FACHADA PRINCIPAL

4


FACHADA LATERAL

5


SECCIÒN X-X'

SECCIÒN Y-Y'

6

I.T.S.M. BAJADA DE CARGAS ANÀLISIS DE CARGAS UNITARIAS (LOSA DE AZOTEA)

Determinación de carga de losa de azotea Altura promedio de relleno Formulas: Y=l(2/100) Donde: L= 7.94 m Y= 7.94*(2/100)= 0.1588 m H=Y/2 H=0.1588/2=0.0794 m El relleno promedio será de: Ry= .0794+.05= 0.1294 m

0.1300

Azotea Loza con pendiente menor de 5 % Material Impermeabilizante Mortero Cal-arena Relleno (Tezontle) Losa de concreto reforzado Plafón falso Instalaciones Carga adicional

Espesor(m)

Peso Vol. (kg/m^3)

0.05 0.13 0.15

1500 1250 2400

Por concreto Por mortero

Carga muerta Carga viva de acuerdoa RCDF Carga total

Wm= Wv= Wt=

7

W(kg/m^2) 5 75 162.5 360 20 5 20 20 667.5 100 767.5

I.T.S.M. BAJADA DE CARGAS Determinación de carga en zona de tinacos

P(losa concreto)=0.1*3.14*1^2=0.314 m^3 * 2400 kg/m^3 = 753.6 kg P(bases concreto)=0.14*2*1*2=0.56 m^3 * 2400 kg/m^3 = 1344 kg P(tinaco)= peso propio + peso agua P(tinaco)= (50)+(1100)= 1150 kg P(total)= 753.6 kg + 1344 kg +1150 kg= 3247.6 kg *Por estar apoyado sobre dos muretes de 1 m de altura y 2 m de largo, la carga de los tinacos se tomaran como carga puntual sobre las columnas. A

B

3

TABLEROS DE LOSA DE AZOTEA

3

C

D

3

3

1

2 2

TABLERO

TABLERO

B

D

TABLERO

TABLERO

A

F

2

TABLERO

TABLERO

C

E

TABLERO

TABLERO

H

J

3

2 9 1 , 1

4

TABLERO

TABLERO

G

L

2

TABLERO

TABLERO

I

K

5

6

TABLERO

TABLERO

M

N

8

E

I.T.S.M. BAJADA DE CARGAS Determinación de carga de muro perimetral (murete) Muro hecho a mano con recubrimiento de mortero Material Espesor(m) Peso Vol. (kg/m^3) W (kg/m^2) Tabicón pesado 0.14 1500 210 Mortero Cemento-Arena 0.025 2100 52.5 Mortero Cemento-Arena 0.025 2100 52.5 Por mortero Carga Muerta Carga Total

Wm= Wt=

20 335 335

Carga por metro lineal (kg/m) de muretes sobre vigas de azotea w=W*h Donde: h= 1 m W= la carga en kg/m^2 h= altura de muro w= 335 kg/m^2 * 1 m= 335 kg/m Transmisión de carga en kg/m sobre perímetro de tableros (azotea) Expresiones utilizadas: Carga w1 en kg/m sobre bordes cortos Carga w2 en kg/m sobre bordes largos DETERMINACIÓN DE CARGAS POR TABLERO TABLERO a1(m) a2(m) A B C D E F G H I J K L M N

3 2 2 2 2 3 3 2 2 2 2 3 1.19 1.19

4 3 3 3 3 4 4 3 3 3 3 4 6 6

W=(w(a1^2))/4 W=(w(a1^2))/4))(2-m)

m=a1/a2 0.7500 0.6667 0.6667 0.6667 0.6667 0.7500 0.7500 0.6667 0.6667 0.6667 0.6667 0.7500 -

W kg/m2 767.5 767.5 767.5 767.5 767.5 767.5 767.5 767.5 767.5 767.5 767.5 767.5 767.5 767.5

9

W1 kg/m 1726.8750 767.5000 767.5000 767.5000 767.5000 1726.8750 1726.8750 767.5000 767.5000 767.5000 767.5000 1726.8750 456.6625 456.6625

W2 kg/m 2158.5938 1023.3333 1023.3333 1023.3333 1023.3333 2158.5938 2158.5938 1023.3333 1023.3333 1023.3333 1023.3333 2158.5938 456.6625 456.6625

I.T.S.M. BAJADA DE CARGAS A

B

1

3

.5 7

8

8

7 /m

/m =

g 3

2 .5

5. 8

8 5 1 1 2 2 =

5.

= 2 2

7 W 7 m/ =

3

8

8

4 .5 8

5 1 1 2 2 =

,1

2 1

.5 2

2

7 W

W

m/ =

7 m/ = W

W1=1726.875 kg/m

k W

= 2 2

7 6 7

W W

/m g k W

W1=1726.875 kg/m W1=1726.875 kg/m 5. 7 6 7

m/

m/ /m

1

g

g g

k

k k

W2=1023.3333 kg/m

W

8 8 3

.5

.5 7

7

7

.5

m/ 1 W

g k

W=456.6625 kg/m

m/ = 1 W

5 1 2 2 = = 2 2

6 m/ = 1 W

W W

7

W2=1023.3333 kg/m

8

1 7

k

.5

5 .5

g

9

8

TABLERO K

6

3

TABLERO L 9

W2=1023.3333 kg/m

= W2=1023.3333 kg/m

2 =

k W

6

k

1

5.

g

7

g

5 2

=

1 g

TABLERO I

6 1

5

7 m/

8

1

TABLERO J

6

7

W2=1023.3333 kg/m

5 =

7 6

5.

5

W2=1023.3333 kg/m 7

9

8

1

5.

3

TABLERO F .5

W2=1023.3333 kg/m

.5 8

8 8 9

k W

.5

W2=1023.3333 kg/m

9

k k 3

g

k

k

3

g g

k

=

1 g

1

W

TABLERO G

/m =

W

g

k 9

7 m/

=

1 g

3

9

m/ =

k

6

7

TABLERO H

7

m/ g

W

TABLERO E

W2=1023.3333 kg/m 6

g

6 1

7 /m

7

W2=1023.3333 kg/m

.5 m/

7

k

W1=1726.875 kg/m

2

5.

g W

/m

/m 1

W2=1023.3333 kg/m

5. =

1 W1=1726.875 kg/m

7

k W

W2=1023.3333 kg/m

TABLERO C

6

W

6

g

k W

7 =

1

W2=1023.3333 kg/m

5

2

= g

W2=1023.3333 kg/m

9

/m

/m

k

3

7

7

W1=1726.875 kg/m 5.

TABLERO D

6

6 1

W

TABLERO A 9

7 7

g

k k

.5 =

1 g

3

W2=1023.3333 kg/m 5.

TABLERO B

6

m/

E

3

W2=1023.3333 kg/m

W1=1726.875 kg/m

2

D

C

3

g k W1=1726.875 kg/m

W=456.6625 kg/m

TABLERO M

TABLERO N

W=456.6625 kg/m

W=456.6625 kg/m

6 CARGAS TOTALES

1

WT=1726.875 kg/m

8 9 3 0 . TABLERO B 2 6 2 9 = T / m W k g

2 /m g k 8 3 9

2

TABLERO A 5. 8 5 1 = T W

2

3

WT=3453.75 kg/m

m/ g k 8 3 9

4

TABLERO G .5 8 5 1 = T W

WT=2183.5375 kg/m

0 0 5 . 3 1 5 T = / m W k g

WT=2046.6666 kg/m

8 9 3 0 . 6 TABLERO I 2 2 9 = T / m W k g 2

5

0 0 5 . 3 1 5 T = / m W k g

WT=2046.6666 kg/m

8 9 3 0 . 6 TABLERO H 2 2 9 T = / m W k g

2

0 . 0 3 5 5 1 T = / m W k g

WT=2046.6666 kg/m

8 9 3 0 . TABLERO C 2 6 2 9 = T / m W k g 2

2

WT=1023.3333 kg/m

0 0 . 3 5 5 1 T = / m W k g

WT=1479.9583 kg/m

6

TABLERO M

WT=1726.875 kg/m

WT=1023.3333 kg/m

TABLERO D

8 9 3 0 . 2 6 2 9 = T / m W k g g k 8 5 1 2 = T W

WT=3453.75 kg/m

8 9 3 0 . 6 2 2 9 T = / m W k g m/ g k 8 1 2 = T W

WT=2183.5375 kg/m

WT=1479.9583 kg/m

TABLEROS AZOTEA

10

8

.5 5

8 9 3 0 . 6 2 2 9 = T / m W k g

TABLERO N

WT=456.6625 kg/m

9

3

TABLERO L

WT=2046.6666 kg/m

TABLERO K

8

5.

8 9 3 0 . 2 6 2 9 = T / m W k g

WT=2046.6666 kg/m

TABLERO J

9

3

TABLERO F

WT=2046.6666 kg/m

TABLERO E

/m

WT=456.6625 kg/m

I.T.S.M. BAJADA DE CARGAS DETERMINACIÒN DE LOSA DE ENTREPISO DETALLE DE LOSA DE ENTREPISO

Entrepiso

Losa Horizontal

Material

Espesor(m)

Loseta Vinílica Mortero Cemento-Arena Losa de Concreto Reforzado Plafón Falso Instalaciones

0.03 0.15

Peso Vol. (kg/m^3)

W (kg/m^2) 10 63 360 20 5

2100 2400

Carga Adicional Carga Muerta Carga Viva de acuerdo al RCDF(casa hab.) Carga Total

Wm= Wv= Wt=

20 20 498 170 668

Determinación de Carga de Muro

Material

Muro hecho a mano con recubrimiento de mortero Espesor (m) Peso Vol. (kg/m^3)

Tabicón Pesado Mortero Cemento-Arena Mortero Cemento-Arena Carga Muerta Adicional

0.14 0.025 0.025

1500 2100 2100

210 52.5 52.5

Por Mortero

20

Carga Muerta Carga Total Carga por metro lineal (kg/m) w=W*h Donde: W=la carga en kg/m^2 h= altura del muro

W (kg/m^2)

Wm= Wt=

335 335

h= 3.5 m w=335 kg/m^2 * 3.5 m = 1172.5 kg/m

11

I.T.S.M. BAJADA DE CARGAS Transmisión de carga en kg/m sobre perímetro de tableros Expresiones utilizadas: Carga w1 en kg/m sobre bordes cortos Carga w2 en kg/m sobre bordes largos

TABLERO

a1(m)

A' B' C' D' E' F' G' H' I' J' K' L' M' N'

W=(w(a1^2))/4 W=(w(a1^2))/4))(2-m)

a2(m)

3 2 2 2 2 3 3 2 2 2 2 3 1.19 1.19

m=a1/a2 4 3 3 3 3 4 4 3 3 3 3 4 6 6

0.7500 0.6667 0.6667 0.6667 0.6667 0.7500 0.7500 0.6667 0.6667 0.6667 0.6667 0.7500 -

A

TABLEROS DE ENTREPISO

W kg/m2 668 668 668 668 668 668 668 668 668 668 668 668 668 668

B

3

3

W1 kg/m 1503.0000 668.0000 668.0000 668.0000 668.0000 1503.0000 1503.0000 668.0000 668.0000 668.0000 668.0000 1503.0000 397.4600 397.4600 C

W2 kg/m 1878.7500 890.6667 890.6667 890.6667 890.6667 1878.7500 1878.7500 890.6667 890.6667 890.6667 890.6667 1878.7500 397.4600 397.4600 D

3

3

1

2 2

TABLERO

TABLERO

B'

D'

TABLERO

TABLERO

A'

F'

2

TABLERO

TABLERO

C'

E'

TABLERO

TABLERO

H'

J'

3

2 9 1 , 1

4

TABLERO

TABLERO L'

G'

2

TABLERO

TABLERO

I'

K'

5

6

TABLERO

TABLERO

M'

N'

12

E

I.T.S.M. BAJADA DE CARGAS A

B

C

3

1

3

8 6 m/ =

/m

/m 5

5

W

2

TABLERO A' .7 8

8 7

7 8 W

6

8

8

8

6

TABLERO C' /m

=

8 /m 5

5 8

8 7

7 = 2

8

6 m/ 1

g

g

g

k W

W

8 6 =

1

W 6

8

8

8

8

TABLERO I' /m

1 W

1 k W2=890.6667 kg/m

/m

/m =

g

6

6 W

= 1 g

= 2

k W

W2=890.6667 kg/m

1 = 2

6 /m W

W W

6 1

k

8

.0 =

g

8 7

1

TABLERO K'

6

6

7.

7 8 0

.0

5

8

W2=890.6667 kg/m .0

k

TABLERO L' .7

0

=

g g 5

0 6

/m k

0 .0

/m

k

W2=890.6667 kg/m

W

=

W1=1503.00 kg/m

5

W1=1503.00 kg/m 0.

1 1 W

/m =

W2=890.6667 kg/m 8

2

6 k

W2=890.6667 kg/m

7.

k W

TABLERO J'

6 m/

k

k

TABLERO G'

8 6 6 1

W

W1=1503.00 kg/m

0

8

g

g

g

W2=890.6667 kg/m 0. =

1 /m

.7

2

m/ =

W

/m

0 0.

TABLERO H'

6

2 W

6

W2=890.6667 kg/m

0 6

6

k

W2=890.6667 kg/m 0 0.

= 2

1

W

1 =

g

k

8

.0 =

1

W

W2=890.6667 kg/m

2

4

= g

k W

/m

/m 1

g

W1=1503.00 kg/m

k

6

6 =

1

W1=1503.00 kg/m

7 1

TABLERO E'

6

6

8

8

8

W

7.

7 0

.0

5

8

W2=890.6667 kg/m .0

k

TABLERO F' .7

0

2

g g 5

0 .0

/m /m k

W2=890.6667 kg/m

0 2

g

g k W

= =

3

W

1 1

2

m/ 1

k

W2=890.6667 kg/m 8

6

g

g W

8 6 =

1 k

W2=890.6667 kg/m

7.

m/ =

1 k

k

6 m/

0.

TABLERO D'

6

6

g

g k

8 8 6 =

1

0 0.

0.

TABLERO B'

6

W1=1503.00 kg/m

0 0

2

3

W2=890.6667 kg/m

0 0.

E

3

W2=890.6667 kg/m

W1=1503.00 kg/m

g

D

g

W1=1503.00 kg/m k

W=397.46 kg/m

W=397.46 kg/m

TABLERO M'

TABLERO N'

W=397.46 kg/m

W=397.46 kg/m

6 CARGAS TOTALES DE TABLEROS WT=1503.00 kg/m

1

WT=890.6667 kg/m

5 7 6 . 4 5 2 T = / m W k g

2 m/ g k 5

2

TABLERO A' 7. 8 7 1 = T W

2

3

WT=3006.00 kg/m

2 /m g k 5

4 8 7 1 =

9 ,1 1

2

5

5 7 . 6 5 4 2 T = / m W k g

T W

WT=1900.46 kg/m

0 0 6 . 3 1 3 T = / m W k g

TABLERO H'

TABLERO I'

0 0 . 6 3 3 1 T = / m W k g

g

TABLERO J'

0 0 6 . 3 1 3 T = / m W k g

WT=1288.1267 kg/m

TABLERO K'

WT=1288.1267 kg/m

7

TABLEROS ENTREPISO

13

8

7.

5 7 6 . 4 5 2 T = / m W k g 8 1 = T W

WT=3006.00 kg/m

5 7 . 6 5 4 2 T = / m W k g

/m g 5

k

TABLERO L' 8

.7 7

5 7 6 . 4 5 2 T = / m W k g 8 1 = T W

WT=1900.46 kg/m

TABLERO N'

WT=397.46 kg/m

5

k

TABLERO F'

WT=1781.3334 kg/m

TABLERO M'

6

TABLERO E'

m/

WT=1781.3334 kg/m

WT=1781.3334 kg/m

5 7 6 . 4 5 2 T = / m W k g 8

TABLERO C'

TABLERO D'

5 7 6 . 4 5 2 T = / m W k g

WT=1781.3334 kg/m

WT=1781.3334 kg/m

TABLERO G' .7

0 0 6 . 3 1 3 T = / m W k g

WT=1781.3334 kg/m

5 7 6 . 4 5 2 T = / m W k g 8

TABLERO B'

WT=1503.00 kg/m

WT=890.6667 kg/m

WT=397.46 kg/m

I.T.S.M. BAJADA DE CARGAS TRANSMISIÒN DE CARGAS A CIMENTACIÒN POR CADA EJE (KG/M) TRANSMISIÒN DE CARGAS EJE 1

A

B

D

C

3

3

E

3

3

Wm=335.00 Wm=335.00 Wm=335.00 Wm=335.00 kg/m kg/m kg/m kg/m WT=1726.875 WT=1023.3333 WT=1023.3333 WT=1726.875 kg/m kg/m kg/m kg/m

1

5 , 3

Wm=1172.5 kg/m

5 , 3

Wm=1172.5 kg/m

WT=1503.00 kg/m

WT=890.6667 kg/m

Wm=1172.5 kg/m

Wm=1172.5 kg/m

Wm=1172.5 kg/m WT=890.6667 kg/m

Wm=1172.5 kg/m

Wm=1172.5 kg/m WT=1503.00 kg/m

Wm=1172.5 kg/m

EJE

TRAMO

CARGA DE AZOTEA (kg/m)

CARGA DE MURO PLANTA ALTA (kg/m)

CARGA PRODUCTO DE CONCENTRACIONES EN AZOTEA (kg/m)

CARGA DE MURO PLANTA BAJA (kg/m)

CARGA DE CONCENTRACIONES EN ENTREPISO (kg/m)

CARGA DE ENTREPISO (kg/m)

1 1

A-B B-C

2061.8750 1358.3333

1172.5000 1172.5000

0.0000 0.0000

1172.5000 1172.5000

0.0000 0.0000

1503.0000 890.6667

1 1

C-D D-E

1358.3333 2061.8750

1172.5000 1172.5000

0.0000 0.0000

1172.5000 1172.5000

0.0000 0.0000

890.6667 1503.0000

CARGA SOBRE CIMENTACIÓN (kg/m)

CARGA SOBRE TERRENO (kg/m)

5909.8750

7682.8375

10755.9725

4594.0000 4594.0000

5972.2000 5972.2000

8361.0800 8361.0800

5909.8750

7682.8375

10755.9725

CARGA ULTIMA Wu (kg/m)

14

I.T.S.M. BAJADA DE CARGAS TRANSMISIÒN DE CARGAS EJE 2

A

B 3

1

5, 3

3

WT=2046.6666 kg/m

WT=2046.6666 kg/m

Wm=1172.5 kg/m

Wm=1172.5 kg/m

Wm=1172.5 kg/m

3

E

3

WT=1781.3334 kg/m

5,

D

C

3

WT=1781.3334 kg/m

Wm=1172.5 kg/m

EJE

TRAMO







2 2

A-B B-C

0.0000 2046.6666

0.0000 1172.5000

0.0000 0.0000

0.0000 1172.5000

0.0000 0.0000

0.0000 1781.3334

2

C-D

2046.6666

1172.5000

0.0000

1172.5000

0.0000

1781.3334

2

D-E

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000



CARGA ULTIMA Wu

0.0000

0.0000

0.0000

6173.0000 6173.0000

8024.9000 8024.9000

11234.8600 11234.8600

0.0000

0.0000

0.0000

(kg/m)

15


TRANSMISIÒN DE CARGAS EJE 3

A

B

D

C

3

3

E

3

P=3247.6 kg

3

P=3247.6 kg

P=3247.6 kg

1

WT=3453.75 kg/m 3247.6KG/(2M +2M+3M+3M= 324.76 KG/M

5 , 3

Wm=1172.5 kg/m

5 , 3

WT=2046.6666 kg/m

WT=2046.6666 kg/m 3247.6KG/(2M +2M+3M+3M= 324.76 KG/M

3247.6KG/(2M +2M+3M+3M= 324.76 KG/M

Wm=1172.5 kg/m

WT=3006.00 kg/m

WT=1781.3334 kg/m

Wm=1172.5 kg/m

Wm=1172.5 kg/m

3247.6KG/(2M +2M+3M+3M= 324.76 KG/M

Wm=1172.5 kg/m

Wm=1172.5 kg/m

WT=1781.3334 kg/m

Wm=1172.5 kg/m

WT=3453.75 kg/m

WT=3006.00 kg/m

Wm=1172.5 kg/m

EJE

TRAMO







3

A-B

3453.7500

1172.5000

324.7600

1172.5000

0.0000

3006.0000

3

B-C

2046.6700

1172.5000

324.7600

1172.5000

0.0000

1781.3300

3 3

C-D D-E

2046.6700 3453.7500

1172.5000 1172.5000

324.7600 324.7600

1172.5000 1172.5000

0.0000 0.0000

1781.3300 3006.0000



CARGA ULTIMA Wu

9129.5100 6497.7600

11868.3630 8447.0880

16615.7082 11825.9232

6497.7600

8447.0880

11825.9232

9129.5100

11868.3630

16615.7082

(kg/m)

16


A

B

D

C

3

3

E

3

3

1

5 , 3

WT=2046.6666 kg/m

WT=2046.6666 kg/m

Wm=1172.5 kg/m

Wm=1172.5 kg/m

WT=1781.3334 kg/m

5 , 3

Wm=1172.5 kg/m

WT=1781.3334 kg/m

Wm=1172.5 kg/m

EJE

TRAMO







4 4

A-B B-C

0.0000 2046.6660

0.0000 1172.5000

0.0000 0.0000

0.0000 1172.5000

0.0000 0.0000

0.0000 1781.3000

4

C-D

2046.6660

1172.5000

0.0000

1172.5000

0.0000

1781.3000

4

D-E

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000



CARGA ULTIMA Wu

0.0000

0.0000

0.0000

6172.9660 6172.9660

8024.8558 8024.8558

11234.7981 11234.7981

0.0000

0.0000

0.0000

(kg/m)

17


A

B

D

C

3

3

E

3

3

1

5 , 3

5 , 3

WT=2183.5375 kg/m

WT=1479.9583 kg/m

WT=1479.9583 kg/m

WT=2183.5375 kg/m

Wm=1172.5 kg/m

Wm=1172.5 kg/m

Wm=1172.5 kg/m

Wm=1172.5 kg/m

WT=1900.46 kg/m

WT=1288.1267 kg/m

Wm=1172.5 kg/m

Wm=1172.5 kg/m

WT=1288.1267 kg/m

Wm=1172.5 kg/m

WT=1900.46 kg/m

Wm=1172.5 kg/m

EJE

TRAMO







5

A-B

2183.5375

1172.5000

0.0000

1172.5000

0.0000

1900.4600

5 5

B-C C-D

1479.9583 1479.9583

1172.5000 1172.5000

0.0000 0.0000

1172.5000 1172.5000

0.0000 0.0000

1288.1267 1288.1267

5

D-E

2183.5375

1172.5000

0.0000

1172.5000

0.0000

1900.4600



CARGA ULTIMA Wu

6428.9975 5113.0850

8357.6968 6647.0105

11700.7755 9305.8147

5113.0850 6428.9975

6647.0105 8357.6968

9305.8147 11700.7755

(kg/m)

18


A

B 3

Wm=335.00 kg/m WT=456.6625 kg/m

1

D

C 3

3

Wm=335.00 kg/m

E 3

Wm=335.00 Wm=335.00 kg/m kg/m WT=456.6625 kg/m

5 , 3

WT=397.46 kg/m

WT=397.46 kg/m

5 , 3

EJE

TRAMO







6 6

A-C C-E

791.6625 791.6625

0.0000 0.0000

0.0000 0.0000

0.0000 0.0000

0.0000 0.0000

397.4600 397.4600



CARGA ULTIMA Wu

1189.1225 1189.1225

1545.8593 1545.8593

2164.2030 2164.2030

(kg/m)

19

I.T.S.M. BAJADA DE CARGAS TRANSMISIÒN DE CARGAS EJE A 1,19

3

2

1 2

4

2

Wm=335.00 kg/m

2

5 2

Wm=335.00 kg/m

WT=2158.5938 kg/m

6

Wm=335.00 kg/m

WT=2158.5938 kg/m

Wm=1172.5 kg/m

Wm=1172.5 kg/m

WT=1878.75 kg/m

WT=1878.75 kg/m Wm=1172.5 kg/m

Wm=1172.5 kg/m

EJE

TRAMO







A A

(1-3) (3-5)

2493.5938 2493.5938

1172.5000 1172.5000

0.0000 0.0000

1172.5000 1172.5000

0.0000 0.0000

1878.7500 1878.7500

A

(5-6)

335.0000

0.0000

0.0000

0.0000

0.0000

0.0000



CARGA ULTIMA Wu

6717.3438

8732.5469

12225.5657

6717.3438

8732.5469

12225.5657

335.0000

435.5000

609.7000

(kg/m)

20

I.T.S.M. BAJADA DE CARGAS TRANSMISIÒN DE CARGAS EJE B

1,19

3

2

1 2

4

2

2

5

6

2

P=3247.6 kg

WT=2926.1 WT=2926.1 WT=2926.1 WT=2926.1 kg/m kg/m kg/m kg/m 3247.6KG/(2M +2M+3M+3M= 324.76 KG/M

3247.6KG/(2M +2M+3M+3M= 324.76 KG/M

Wm=1172.5 Wm=1172.5 kg/m Wm=1172.5 Wm=1172.5 kg/m kg/m kg/m WT=2546.75WT=2546.75WT=2546.75WT=2546.75 kg/m kg/m kg/m kg/m Wm=1172.5 Wm=1172.5 Wm=1172.5 Wm=1172.5 kg/m kg/m kg/m kg/m

EJE

TRAMO







B B

(1-2) (2-3)

2926.1000 2926.1000

1172.5000 1172.5000

0.0000 324.7600

1172.5000 1172.5000

0.0000 0.0000

2546.7500 2546.7500

B

(3-4)

2926.1000

1172.5000

324.7600

1172.5000

0.0000

2546.7500

B

(4-5)

2926.1000

1172.5000

0.0000

1172.5000

0.0000

2546.7500



CARGA ULTIMA Wu

7817.8500

10163.2050

14228.4870

8142.6100 8142.6100

10585.3930 10585.3930

14819.5502 14819.5502

7817.8500

10163.2050

14228.4870

(kg/m)

21

I.T.S.M. BAJADA DE CARGAS TRANSMISIÒN DE CARGAS EJE C 1,19

3

2

1 2

4

2

2

5

6

2

P=3247.6 kg

1

WT=1535.0 WT=1535.0 WT=1535.0 WT=1535.0 kg/m kg/m kg/m kg/m 5 , 3

3247.6KG/(2M +2M+3M+3M= 324.76 KG/M

3247.6KG/(2M +2M+3M+3M= 324.76 KG/M

Wm=1172.5 Wm=1172.5 kg/m Wm=1172.5 Wm=1172.5 kg/m kg/m kg/m WT=1336.0 WT=1336.0 WT=1336.0 WT=1336.0 kg/m kg/m kg/m kg/m

5 , 3

Wm=1172.5 Wm=1172.5 Wm=1172.5 Wm=1172.5 kg/m kg/m kg/m kg/m

EJE

TRAMO







C

(1-2)

1535.0000

1172.5000

0.0000

1172.5000

0.0000

1336.0000

C

(2-3)

1535.0000

1172.5000

324.7600

1172.5000

0.0000

1336.0000

C C

(3-4) (4-5)

1535.0000 1535.0000

1172.5000 1172.5000

324.7600 0.0000

1172.5000 1172.5000

0.0000 0.0000

1336.0000 1336.0000



CARGA ULTIMA Wu

5216.0000 5540.7600

6780.8000 7202.9880

9493.1200 10084.1832

5540.7600

7202.9880

10084.1832

5216.0000

6780.8000

9493.1200

(kg/m)

22

I.T.S.M. BAJADA DE CARGAS TRANSMISIÒN DE CARGAS EJE D 1,19

3

2

1 2

2

4 2

5

6

2

P=3247.6 kg

1

WT=2926.1 WT=2926.1 WT=2926.1 WT=2926.1 kg/m kg/m kg/m kg/m 5 , 3

3247.6KG/(2M +2M+3M+3M= 324.76 KG/M

3247.6KG/(2M +2M+3M+3M= 324.76 KG/M

Wm=1172.5 Wm=1172.5 kg/m Wm=1172.5 Wm=1172.5 kg/m kg/m kg/m WT=2546.75 WT=2546.75 WT=2546.75 WT=2546.75 kg/m kg/m kg/m kg/m

5 , 3

Wm=1172.5 Wm=1172.5 Wm=1172.5 Wm=1172.5 kg/m kg/m kg/m kg/m

EJE

TRAMO







D D D D

(1-2) (2-3) (3-4) (4-5)

2926.1000 2926.1000 2926.1000 2926.1000

1172.5000 1172.5000 1172.5000 1172.5000

0.0000 324.7600 324.7600 0.0000

1172.5000 1172.5000 1172.5000 1172.5000

0.0000 0.0000 0.0000 0.0000

2546.7500 2546.7500 2546.7500 2546.7500



CARGA ULTIMA Wu

7817.8500 8142.6100

10163.2050 10585.3930

14228.4870 14819.5502

8142.6100

10585.3930

14819.5502

7817.8500

10163.2050

14228.4870

(kg/m)

23

I.T.S.M. BAJADA DE CARGAS TRANSMISIÒN DE CARGAS EJE E

3

2

1 2

4

2

Wm=335.00 kg/m

2

Wm=335.00 kg/m

WT=2158.5938 kg/m

Wm=1172.5 kg/m

Wm=1172.5 kg/m

WT=1878.75 kg/m 5 , 3

6

2

Wm=335.00 kg/m

WT=2158.5938 kg/m 5 , 3

5

WT=1878.75 kg/m Wm=1172.5 kg/m

Wm=1172.5 kg/m

EJE

TRAMO







E

(1-3)

2493.5938

1172.5000

0.0000

1172.5000

0.0000

1878.7500

E

(3-5)

2493.5938

1172.5000

0.0000

1172.5000

0.0000

1878.7500

E

(5-6)

335.0000

0.0000

0.0000

0.0000

0.0000

0.0000



CARGA ULTIMA Wu

6717.3438 6717.3438

8732.5469 8732.5469

12225.5657 12225.5657

335.0000

435.5000

609.7000

(kg/m)

24


E

3

m / g k 3 3 4 3 . 7 1 7 6 = T W

m / g k 5 7 8 . 9 0 9 5 = T W

D

3

m / g k 0 0 0 . 4 9 5 4 = T W

C

3

m / g k 0 0 0 . 4 9 5 4 = T W

0 0 . 6 1 m / 2 g 5 = T k W

m / g k 0 0 0 . 3 7 1 6 = T W

m / g k 0 0 0 . 3 7 1 6 = T W

5 8 . 7 1 m / 8 g 7 = T k W

B

3

0 1 5 . 9 2 1 9 = m T / g k W

5 8 . 7 1 m / 8 g 7 = T k W

1 6 . 2 4 m / 1 g 8 = T k W

1 6 . 2 4 m / 1 g 8 = T k W

6 7 . 0 4 m / 5 g 5 = T k W

6 7 . 0 4 m / 5 g 5 = T k W m / g k 6 7 . 7 9 4 6 = T W

1 6 . 2 4 m / 1 g 8 = T k W

m / g k 0 0 0 . 3 7 1 6 = T W

m / g k 0 0 0 . 3 7 1 6 = T W

1 6 . 2 4 m / 1 g 8 = T k W

5 8 . 7 1 m / 8 g 7 = T k W

2

0 0 . 6 1 m / 2 g 5 = T k W m / g k 5 8 0 . 3 1 1 5 = T W

5 8 . 7 1 m / 8 g 7 = T k W

2

2

3

m / g k 0 0 . 5 3 3 = T W

2

4

5

9 1 , 1

DISTRIBUCIÓN DE CARGAS SOBRE CIMENTACIÓN

25

m / g k 5 2 2 1 . 9 8 1 1 = T W

8 9 9 . 8 2 4 6 = m T / g k W

m / g k 3 3 4 3 . 7 1 7 6 = T W

2

m / g k 5 2 2 1 . 9 8 1 1 = T W

m / g k 5 8 0 . 3 1 1 5 = T W

0 1 5 . 9 2 1 9 = m T / g k W

m / g k 3 3 4 3 . 7 1 7 6 = T W

1

8 9 9 . 8 2 4 6 = m T / g k W

m / g k 6 7 . 7 9 4 6 = T W

m / g k 5 7 8 . 9 0 9 5 = T W

A

m / g k 0 0 . 5 3 3 = T W

m / g k 3 3 4 3 . 7 1 7 6 = T W

6


E

g k 4 6 . 3 6 5 0 4 = P

g k 0 5 . 9 9 7 2 2 = P

g k 1 5 . 7 7 2 3 2 = P

g k 9 6 . 6 6 7 3 = P

3

D

g k 6 6 . 3 7 5 3 2 = P

g k 6 9 . 9 1 2 5 2 = P

g k 6 9 . 9 1 2 5 2 = P

g k 3 1 . 6 2 7 9 3 = P

g k 7 9 . 0 3 1 5 2 = P

3

C

g k 0 0 . 0 1 0 9 1 = P

g k 6 7 . 5 7 2 9 2 = P

g k 6 6 . 3 7 5 3 2 = P

g k 6 9 . 9 1 2 5 2 = P

g k 6 7 . 5 7 2 9 2 = P

g k 6 1 . 4 4 1 6 2 = P

g k 3 2 . 5 5 5 0 2 = P

g k 7 3 . 7 6 5 3 = P

3

B

g k 6 9 . 9 1 2 5 2 = P

g k 3 1 . 6 2 7 9 3 = P

g k 7 9 . 0 3 1 5 2 = P

3

A

g k 4 6 . 3 6 5 0 4 = P

g k 0 5 . 9 9 7 2 2 = P

2

1

g k 1 5 . 7 7 2 3 2 = P

2

2

2

3

2

4

5

9 1 , 1

CARGAS PUNTUALES SOBRE CIMENTACIÓN

26

g k 9 6 . 6 6 7 3 = P

6

Bajada de Cargas Final

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