Tabala Estructura de Aceros

8/18/2019 Tabala Estructura de Aceros

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Tabla de Elementos de Cubierta

Elemento Calve Perfl

Strut ST1 2CF 6 x10 (7,84 kg/m

Strut ST2 2!4 EP 14

"argero "1 1!6 E# 10

Se#era$or S1

Contrav%ento C&1 'S 16

Contrav%ento C&2 'S 16

)n*la+ )1 'S 1-.1

'S 1


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Tabla Pedestales

Claro * (*m

%men*%one+ (Cm

x

1600 0 60

Tabla Placas

Claro * (*m

%men*%one+ (Cm

x

1600 230 300

Tabla "A"

Pla*aP

4 (10.2Cm 6 (13.2Cm

P"1 120x130x6 mm 120x130x6 mm

P"2 80x130x6 mm 80x130x6 mm

Tabla de Zapatas

Claro * *m+ 5a#ata &ar%ale+

1600

51

)

P

P5

)CE' "EC' 9F.

)CE' "EC' S:P.

52

)

P

P5)CE' "EC' 9F.

)CE' "EC' S:P.


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)rma$o Claro C (*m

8&ar o 6 E+t o ;20

1600

ase

)n*la+e+#e+or

13.- 6 )n*la+ 'S 1-.1

eralte

8 (20.Cm 10 (23.4Cm

163x130x6 mm 163x130x6 mm

120x130x6 mm 120x130x6 mm

e+%+ten*%a $el Suelo

7,300 kg/*m2

140

173

13

200

&) o ; 17.3

&) o ; 17.6

170

20

13

200&) o ; 10

&) o ; 10


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Secciones de Marcos

Se**% t> t?

C1 00 123 -.3 4.8

T1 00 123 -.3 4.8

C2 00 123 11.1 4.8

T2 00 123 11.1 4.8


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E@u%valen*%a+

9!03A8.70Bg/m

9!03A8.70Bg/m

9!03A8.70Bg/m

9!03A8.70Bg/m


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13.24


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S%molo omre $el Perfl %men+%one+

Canal CF (Strut 2 !(6x2*al 10

Canal EP (Strut 2 !(4x2*al 14

Canal EP (Strut (6x2*al 10

"am%na alv. Cal 24


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Pe+o $el Elemento k/m o P%e+a T%#o $e Conex%


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Elemento+ $e Conex%


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Cant%$a$ $e elemento+ Pe+o total Por elemento

-.3 88-.2

6 244.8

8 1778.4

1 180.12


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:%*a*%


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Bg/m Bg/m2

ST1 13.68

ST2 6.8

"1 7.84

S1 0.--6)ngulo -.8

C&1 1.36

C&2 1.36

)1 2.23Var No 6 2.23

Var No 3 0.337

PL 4-.83

PL! 4-.83

C 8.7T 8.7

C! 8.7

T! 8.7

Tornillo

Tuerca


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EP

6 EP #


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Peso Placa de 6mm

Cara*ter%+t%*a $el T


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rn%llo


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Tabala Estructura de Aceros

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