planilla para calculo de vigas de acero

8/9/2019 planilla para calculo de vigas de acero

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258606182.xls

Pgina 1

VIGAS DE ACEROAPOYADA EXTREMO

1.0 kN/m

2.5 m W > 60.6 cm W > 41.6 cm

6 m B > 0.7 cm B > 0.9 cm500 I > 1,669.8 I > 695.0

18.6 kN/cm IPE p! " 140 IPE p! " 120IPE p! # 80 IPE p! # 80

E = 21,000 kN/cm IPE p! $%&. 200 IPE p! $%&. 160

p%s $%l mxim 22.4 kg/m p%s $%l mxim 15.8 kg/m

IPE DIMENSIONES mm SECC. PESO REFERIDO AL EJE x-x REFERIDO ALh b e e1 r h1 A m ! P "#$m Ix m %Wx m & 'x m Iy m % y m &

80 80 46 '.8 5.2 5 59 7.64 6 80.1 20 '.24 8.49 '.69100 100 55 4.1 5.7 7 74 10.' 8.1 171 '4.2 4.07 15.9 5.79120 120 64 4.4 6.' 7 9' 1'.2 10.4 '18 5' 4.9 27.7 8.65140 140 7' 4.7 6.9 7 112 16.4 12.9 541 77.' 5.74 44.9 12.'160 160 82 5 7.4 9 127 20.1 15.8 869 109 6.58 68.' 16.7180 180 91 5.' 8 9 146 2'.9 18.8 1'20 146 7.42 101 22.2200 200 100 5.6 8.5 12 159 28.5 22.4 1940 194 8.26 142 28.5

220 220 110 5.9 9.2 12 177 ''.4 26.2 2770 252 9.11 205 '7.'240 240 120 6.2 9.8 15 190 '9.1 '0.7 '890 '24 9.97 284 47.'270 270 1'5 6.6 10.2 15 219 45.9 '6.1 5790 429 11.2 420 62.2'00 '00 150 7.1 10.7 15 248 5'.8 42.2 8'60 557 12.5 604 80.5

ca!ga s(p%!)c ( =

s%pa!aci*n ) =

l(+ L =$%&!mac mx. 1$ cm4 cm4

%nsi*n s%g(!a * =


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258606182.xls

Pgina 2

''0 ''0 160 7.5 11.5 18 271 62.6 49.1 11770 71' 1'.7 788 98.5'60 '60 170 8 12.7 18 298 72.7 57.1 16270 904 15 1040 12'400 400 180 8.6 1'.5 21 ''1 84.5 66.' 2'1'0 1160 16.5 1'20 146450 450 190 9.4 14.6 21 '78 98.8 77.6 ''740 1500 18.5 1680 176500 500 200 10.2 16 21 426 116 90.7 48200 19'0 20.4 2140 214550 550 210 11.1 17.2 24 467 1'4 106 67120 2440 22.' 2670 254

600 600 220 12 19 24 514 156 122 92080 '070 24.' ''90 '08N-


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258606182.xls

Pgina '

INTERIOR

W > '0.' cm 12' 164B > 0.7 cm 1.''''''''I > ''4.8 18''.''

IPE p! " 100IPE p! # 80IPE p! $%&. 140

p%s $%l mxim 12.9 kg/m 216.6108' 2707500

JE y-y + +1 , Sx )x B'y m mm mm mm m& m Wx$P m!$m m!1.05 25 10.5 6.4 11.6 6.9 '.'4 0.'28 2.621.24 '0 12.5 8.4 19.7 8.68 4.22 0.4 '.561.45 '5 14.5 8.4 '0.4 10.5 5.11 0.475 4.621.65 40 16.5 11 44.2 12.' 6 0.551 5.781.84 44 19 1' 61.9 14 6.89 0.62' 7.002.05 48 21.5 1' 8'.2 15.8 7.78 0.698 8.'7

2.24 52 24 1' 110 17.6 8.69 0.768 9.862.48 58 26 17 14' 19.4 9.62 0.848 11.452.69 65 27.5 17 18' 21.2 10.6 0.922 1'.14'.02 72 '1.5 21 242 2'.9 11.9 1.041 15.77'.'5 80 '5 2' '14 26.6 1'.2 1.159 18.89

cm4


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258606182.xls

Pgina 4

'.55 85 '7.5 25 402 29.' 14.5 1.254 21.98'.79 90 40 25 510 '1.9 15.8 1.'5' 25.52'.95 95 42.5 28 654 '5.4 17.4 1.467 '0.444.12 100 45 28 851 '9.7 19.' 1.605 '7.'24.'1 110 45 28 1100 4'.9 21.' 1.744 44.784.45 115 47.5 28 1'90 48.2 2'.1 1.877 5'.504.66 120 50 28 1760 52.4 25.1 2.015 62.88

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planilla para calculo de vigas de acero