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1/6

uso departa 2

peso equiv. T 1.4

E. aligerado: 25

f´c: 21

fy: 420

P. acab: 0.0!2"

# tramo: $.de%sidad del 2400

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P.alig: 25 cm ".5 &2

P. acab: 0.0!2" &" 1.$1 &2

P.eq tabiqueria: 1.4 &2

$.51 &2

carga viva +3/

uso departa 2 &2 +3 2

2.P'E)&E-*(&ET* )E #( 3,(:

6v #12 $.12 0.5$ b6v2

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d 54 *  

>u $2.1"

#% B/ $.45

#%

8/16/2019 concreto pache

3/6

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cm ".5&2

&pa

&pa arriostrado

24

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  11$ 110   111   111

  114 11$

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$."m

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154.1" .&

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5/6

8/16/2019 concreto pache

6/6

  110   11$

  114