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Peso Propio

Carga muerta

Carga viva

Sismo

As1 12.98 d1 5.27

As2 12.98 d2 24.73

condicion de area concentrica

Ag 0

AsT 25.96

Factor de Fluencia

Fs1 3.8 Tn/cm^2 F 4.2

Fs2 !4.2 Tn/cm^2 "s1 49.7

 Ts2 !54.5

#n$ !4.85 "c 0

%n$ !0.47188415

&$ 0.0973

#unto de 'alla Fr(gil

" ) "$

" 10 a 8

's1 *+,-/0 "s1 *+,-/0

's2 !8.84 Ts2 !114.7

Carga viva detecho

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"c 0

#n *+,-/0

%n *+,-/0 e *+,-/0

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Fc

P (Ton) V (Ton) M (Ton-m) F

33.56 0.! ".3" As &stri$o

!.# 0.56 0.$"antidad As

.$% 0.3$ 0.6!"antidad As

0.$" 0 0 1

.!# 5.0! "#.#!

Formula

#o 104398 104 Tn

"ondicion $alanceada

& 0.0021

"$ 14.55

a$ 11.64

0.00tn

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210

4200

  1/2

2 3/4Carga Muerta

4 1Carga Viva

0.8&' ise*o

P (Ton) V(Ton) M(Ton-m)

1.4CM+1.7CV "03.65 !.60 #."5

0.9CM+1.25EQX 66."# %.5! !0.0"

0.9CM-1.25EQX #5.5# -5.03   -16.04

1.25(CM+CV)+EQX $."#   7.23 17.96

1.25(CM+CV)-EQX ".66 -!." -"0.

0.9CM+EQX 6#.0 6.!6 "6.#"

0.9CM-EQX #%.60 -3.% -"!.#3

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P (Ton) V(Ton) M(Ton-m)

62.04 1.38 2.21

9.88 0.39 0.62

8.24 5.02 14.42

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