Union Placa Base Columna
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Transcript of Union Placa Base Columna
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
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