7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 116

DISENtildeO UNION COLUMNA - PLACA BASE

DATOS

Cargas Point 5 EQUIVALENCIADead (Kg) 2000

Live (Kg) 500

06 14 plg

05562446 80 ksi

ordmƟ 000 0 rad

De capitul 2 de $ 60amp10 pag 2amp8 2amp

LRFD ASDu (Kg) 200 a (Kg) 2500

$+i-aci- 2 $+i-aci- 2

054

46

111

t

(c+)

t

(c+)

3

(Kgc+2)

AWE (cm)

F nw (kg)

R n (kgcm)

radic2_=

=06 (10+05_ 0_ 〖10383891103925〗 15 )

=_ _lowast _

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 216

De $ speciicaci-es ecci- 24(a)

LRFD ASDφ= 05 Ω= 200

84845655 kgcm 56565 kgcm

Lados 2 Lados 2

186121 kgcm 1112514 kgcm

L-gitud e7uerida de ldadura

LRFD ASD

l= 18801884 cm l= 205458 cm

2 cm 2 cm

φRn= R

nΩ=

φRn= R

nΩ=

lusada

= lusada

=

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 316

Referenia Cigo

$ 7 2amp5

$ 7 2amp4

COL1 COL2

1-6

6-1 5

1-1 6

1

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 716

DISENtildeO UNION COLUMNA - PLACA BASE

DATOS

Cargas Point 1 EQUIVALENCIADead (Kg) 268

Live (Kg) 8

06 14 plg

05562446 80 ksi

ordmƟ 000 0 rad

De capitul 2 de $ 60amp10 pag 2amp8 2amp

LRFD ASDu (Kg) 46104 a (Kg) 551

$+i-aci- 2 $+i-aci- 2

054

46

111

t

(c+)

t

(c+)

3

(Kgc+2)

AWE (cm)

F nw (kg)

F nw (kgcm)

radic2_=

=06 (10+05_ 0_ 〖10383891103925〗 15 )

_=_lowast_

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 816

De $ speciicaci-es ecci- 24(a)

LRFD ASDφ= 05 Ω= 200

84845655 kgcm 56565 kgcm

Lados 2 Lados 2

186121 kgcm 1112514 kgcm

L-gitud e7uerida de ldadura

LRFD ASD

l= 2560866 cm l= 26211644 cm

cm cm

φRn= R

nΩ=

φRn= R

nΩ=

lusada

= lusada

=

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 916

Referenia Cigo

$ 7 2amp5

$ 7 2amp4

COL1 COL2

1-6

6-1 5

1-1 6

1

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1016

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1116

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1216

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1316

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 216

De $ speciicaci-es ecci- 24(a)

LRFD ASDφ= 05 Ω= 200

84845655 kgcm 56565 kgcm

Lados 2 Lados 2

186121 kgcm 1112514 kgcm

L-gitud e7uerida de ldadura

LRFD ASD

l= 18801884 cm l= 205458 cm

2 cm 2 cm

φRn= R

nΩ=

φRn= R

nΩ=

lusada

= lusada

=

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 316

Referenia Cigo

$ 7 2amp5

$ 7 2amp4

COL1 COL2

1-6

6-1 5

1-1 6

1

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 716

DISENtildeO UNION COLUMNA - PLACA BASE

DATOS

Cargas Point 1 EQUIVALENCIADead (Kg) 268

Live (Kg) 8

06 14 plg

05562446 80 ksi

ordmƟ 000 0 rad

De capitul 2 de $ 60amp10 pag 2amp8 2amp

LRFD ASDu (Kg) 46104 a (Kg) 551

$+i-aci- 2 $+i-aci- 2

054

46

111

t

(c+)

t

(c+)

3

(Kgc+2)

AWE (cm)

F nw (kg)

F nw (kgcm)

radic2_=

=06 (10+05_ 0_ 〖10383891103925〗 15 )

_=_lowast_

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 816

De $ speciicaci-es ecci- 24(a)

LRFD ASDφ= 05 Ω= 200

84845655 kgcm 56565 kgcm

Lados 2 Lados 2

186121 kgcm 1112514 kgcm

L-gitud e7uerida de ldadura

LRFD ASD

l= 2560866 cm l= 26211644 cm

cm cm

φRn= R

nΩ=

φRn= R

nΩ=

lusada

= lusada

=

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 916

Referenia Cigo

$ 7 2amp5

$ 7 2amp4

COL1 COL2

1-6

6-1 5

1-1 6

1

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1016

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1116

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1216

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1316

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 316

Referenia Cigo

$ 7 2amp5

$ 7 2amp4

COL1 COL2

1-6

6-1 5

1-1 6

1

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 716

DISENtildeO UNION COLUMNA - PLACA BASE

DATOS

Cargas Point 1 EQUIVALENCIADead (Kg) 268

Live (Kg) 8

06 14 plg

05562446 80 ksi

ordmƟ 000 0 rad

De capitul 2 de $ 60amp10 pag 2amp8 2amp

LRFD ASDu (Kg) 46104 a (Kg) 551

$+i-aci- 2 $+i-aci- 2

054

46

111

t

(c+)

t

(c+)

3

(Kgc+2)

AWE (cm)

F nw (kg)

F nw (kgcm)

radic2_=

=06 (10+05_ 0_ 〖10383891103925〗 15 )

_=_lowast_

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 816

De $ speciicaci-es ecci- 24(a)

LRFD ASDφ= 05 Ω= 200

84845655 kgcm 56565 kgcm

Lados 2 Lados 2

186121 kgcm 1112514 kgcm

L-gitud e7uerida de ldadura

LRFD ASD

l= 2560866 cm l= 26211644 cm

cm cm

φRn= R

nΩ=

φRn= R

nΩ=

lusada

= lusada

=

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 916

Referenia Cigo

$ 7 2amp5

$ 7 2amp4

COL1 COL2

1-6

6-1 5

1-1 6

1

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1016

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1116

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1216

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1316

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 716

DISENtildeO UNION COLUMNA - PLACA BASE

DATOS

Cargas Point 1 EQUIVALENCIADead (Kg) 268

Live (Kg) 8

06 14 plg

05562446 80 ksi

ordmƟ 000 0 rad

De capitul 2 de $ 60amp10 pag 2amp8 2amp

LRFD ASDu (Kg) 46104 a (Kg) 551

$+i-aci- 2 $+i-aci- 2

054

46

111

t

(c+)

t

(c+)

3

(Kgc+2)

AWE (cm)

F nw (kg)

F nw (kgcm)

radic2_=

=06 (10+05_ 0_ 〖10383891103925〗 15 )

_=_lowast_

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 816

De $ speciicaci-es ecci- 24(a)

LRFD ASDφ= 05 Ω= 200

84845655 kgcm 56565 kgcm

Lados 2 Lados 2

186121 kgcm 1112514 kgcm

L-gitud e7uerida de ldadura

LRFD ASD

l= 2560866 cm l= 26211644 cm

cm cm

φRn= R

nΩ=

φRn= R

nΩ=

lusada

= lusada

=

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 916

Referenia Cigo

$ 7 2amp5

$ 7 2amp4

COL1 COL2

1-6

6-1 5

1-1 6

1

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1016

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1116

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1216

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1316

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 716

DISENtildeO UNION COLUMNA - PLACA BASE

DATOS

Cargas Point 1 EQUIVALENCIADead (Kg) 268

Live (Kg) 8

06 14 plg

05562446 80 ksi

ordmƟ 000 0 rad

De capitul 2 de $ 60amp10 pag 2amp8 2amp

LRFD ASDu (Kg) 46104 a (Kg) 551

$+i-aci- 2 $+i-aci- 2

054

46

111

t

(c+)

t

(c+)

3

(Kgc+2)

AWE (cm)

F nw (kg)

F nw (kgcm)

radic2_=

=06 (10+05_ 0_ 〖10383891103925〗 15 )

_=_lowast_

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 816

De $ speciicaci-es ecci- 24(a)

LRFD ASDφ= 05 Ω= 200

84845655 kgcm 56565 kgcm

Lados 2 Lados 2

186121 kgcm 1112514 kgcm

L-gitud e7uerida de ldadura

LRFD ASD

l= 2560866 cm l= 26211644 cm

cm cm

φRn= R

nΩ=

φRn= R

nΩ=

lusada

= lusada

=

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 916

Referenia Cigo

$ 7 2amp5

$ 7 2amp4

COL1 COL2

1-6

6-1 5

1-1 6

1

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1016

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1116

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1216

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1316

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 716

DISENtildeO UNION COLUMNA - PLACA BASE

DATOS

Cargas Point 1 EQUIVALENCIADead (Kg) 268

Live (Kg) 8

06 14 plg

05562446 80 ksi

ordmƟ 000 0 rad

De capitul 2 de $ 60amp10 pag 2amp8 2amp

LRFD ASDu (Kg) 46104 a (Kg) 551

$+i-aci- 2 $+i-aci- 2

054

46

111

t

(c+)

t

(c+)

3

(Kgc+2)

AWE (cm)

F nw (kg)

F nw (kgcm)

radic2_=

=06 (10+05_ 0_ 〖10383891103925〗 15 )

_=_lowast_

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 816

De $ speciicaci-es ecci- 24(a)

LRFD ASDφ= 05 Ω= 200

84845655 kgcm 56565 kgcm

Lados 2 Lados 2

186121 kgcm 1112514 kgcm

L-gitud e7uerida de ldadura

LRFD ASD

l= 2560866 cm l= 26211644 cm

cm cm

φRn= R

nΩ=

φRn= R

nΩ=

lusada

= lusada

=

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 916

Referenia Cigo

$ 7 2amp5

$ 7 2amp4

COL1 COL2

1-6

6-1 5

1-1 6

1

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1016

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1116

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1216

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1316

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 716

DISENtildeO UNION COLUMNA - PLACA BASE

DATOS

Cargas Point 1 EQUIVALENCIADead (Kg) 268

Live (Kg) 8

06 14 plg

05562446 80 ksi

ordmƟ 000 0 rad

De capitul 2 de $ 60amp10 pag 2amp8 2amp

LRFD ASDu (Kg) 46104 a (Kg) 551

$+i-aci- 2 $+i-aci- 2

054

46

111

t

(c+)

t

(c+)

3

(Kgc+2)

AWE (cm)

F nw (kg)

F nw (kgcm)

radic2_=

=06 (10+05_ 0_ 〖10383891103925〗 15 )

_=_lowast_

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 816

De $ speciicaci-es ecci- 24(a)

LRFD ASDφ= 05 Ω= 200

84845655 kgcm 56565 kgcm

Lados 2 Lados 2

186121 kgcm 1112514 kgcm

L-gitud e7uerida de ldadura

LRFD ASD

l= 2560866 cm l= 26211644 cm

cm cm

φRn= R

nΩ=

φRn= R

nΩ=

lusada

= lusada

=

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 916

Referenia Cigo

$ 7 2amp5

$ 7 2amp4

COL1 COL2

1-6

6-1 5

1-1 6

1

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1016

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1116

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1216

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1316

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 816

De $ speciicaci-es ecci- 24(a)

LRFD ASDφ= 05 Ω= 200

84845655 kgcm 56565 kgcm

Lados 2 Lados 2

186121 kgcm 1112514 kgcm

L-gitud e7uerida de ldadura

LRFD ASD

l= 2560866 cm l= 26211644 cm

cm cm

φRn= R

nΩ=

φRn= R

nΩ=

lusada

= lusada

=

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 916

Referenia Cigo

$ 7 2amp5

$ 7 2amp4

COL1 COL2

1-6

6-1 5

1-1 6

1

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1016

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1116

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1216

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1316

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 916

Referenia Cigo

$ 7 2amp5

$ 7 2amp4

COL1 COL2

1-6

6-1 5

1-1 6

1

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1016

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1116

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1216

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1316

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1016

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1116

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1216

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1316

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1116

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1216

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1316

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1216

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1316

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1316

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1416

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1516

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616

7232019 Union Placa Base Columna

httpslidepdfcomreaderfullunion-placa-base-columna 1616