v1

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39.759 -29.620125 4800000000 33098.99264 76800000000 0.000001406632 9377.544777777780

description

planilha para calculo de vigas metalicas

Transcript of v1

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39.759 -29.6201254800000000 - 0.00001635647986

-1635.6479859375

-1559.05527937572000000

-2.1653545546875E-05-2165.35

33098.99264 9366.290476800000000 9600000000

0.0000014066329377.544777777780

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149.54

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DADOS DO PERFIL --------->>> W 250 x 32,7

dado valor unid dado valor unid dadofy 345 345,000 Kpa Ix 4937 0.00004937 m4 Iy 473E 200 200,000,000 Kpa Wx 382.7 0.0003827 m3 Wy 64.8Ag 42.1 0.00421 m² RX 10.83 0.1083 m Ry 3.35It (J) 10.44 0.0000001044 m4 Zx 428.5 0.0004285 m3 Zy 99.7Cb 1 1 d 258 0.258 m tw 6.1

MOMENTO SOLICITANTE DE CÁLCULO (Msd)

Msd = 70.35 KN.mVsd = 96.6 KN

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valor unid dado valor unid0.00000473 m4 h/Tw 36.03 36.03

0.0000648 m3 b/2Tw 8.02 8.020.0335 m Cw 73104 0.000000073104 m6

0.0000997 m3 Lb 4.2 4.2 m0.0061 m

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F L T

ƛ 125.37 ƛp 42.38

ƛr 125.74 Ƀ1 4.426 e1 62.643 e2 2.007

Mcr 92.6481 e1 529.288 e2 0.175 Pi 3.142

Mr 92.422 Mpl 147.833

Se ƛp < ƛ ≤ ƛr

Mrd 134.393 Mrd 84 Mrd 84.226

Msd 70.35

Se ƛ ≤ ƛp Se ƛ > ƛr

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F L M

ƛ 8.02 ƛp 9.15

23.89 22.317 Limitação 0,35 ≤ Kc ≤ 0,76Kc 0.666

2145509 Mcr(sol) 1864883 Wc 1

Mr 92.42205 Mpl 147.8325

Se ƛp < ƛ ≤ ƛr

Mrd 134.3932 Mrd 138.25 Mrd 1950462.8

Msd 70.35

ƛr (lam) ƛr (sol)

Mcr (lam)

Se ƛ ≤ ƛp Se ƛ > ƛr

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0,35 ≤ Kc ≤ 0,76

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F L A

ƛ 36.03 ƛp 90.53

ƛr 137.24

Mr 132.0315 Mpl 147.8325

Se ƛp < ƛ ≤ ƛr

Mrd 134.39 Mrd 151

Msd 70.35

Se ƛ ≤ ƛp

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C O R T A N T E

ƛ 36.03 ƛp 59.22 Kv 5 Almas sem enrijecedores trasnversaisKv

ƛr 73.76

Vpl 325.7766

Se ƛp < ƛ ≤ ƛr

Vrd 296.16 Vrd 486.795 Vrd 992.2

Vsd 96.6

Se ƛ ≤ ƛp Se ƛ > ƛr