8/18/2019 Calculo de Columnas a Pandeo

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Dimensionamiento de Soportes EsbeltosMétodo de la Curvaturas de Referencia (MCR)

Diagrama Parábola-Rectanguloarea!o" (#p$cm%) (#p$cm%) (#p$cm%)(#p$cm%)

4 250.0 4,600.0 1.50 1.15 150.0 4,000.0

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!o" &ase 'ltura ongit" Recubri Codigo Mc Md U φ K area b o r 'rmado

(cm) (cm) (cm) (cm) C' (tm) (tn) (tm) (tn) (tn) (mm)

1 120.00 50.00 850.00 5.50 63.00 7.24 310.00 1.00 7.24 310.00 6.86 14.77 12 50.00 120.00 850.00 5.50 36.00 120.00 310.00 1.00 120.00 310.00 6.86 14.77 13 120.00 50.00 850.00 5.50 63.00 7.96 384.23 1.00 7.96 384.23 6.86 14.77 14 50.00 120.00 850.00 5.50 36.00 134.00 384.23 1.00 134.00 384.23 8.16 16.12 3

!ota* 'doptamos armadura de %+ mm

, c# , # c , cd , d

c f ΝdCriter

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