Formula 6

Formula

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000463

kA = 0.1 (fixed column base) kB = E · Icollcolα · E · IRlR kB = 3,300 kN/cm2 · 160,000 cm43 m  3,300 kN/cm2 · 160,000 cm41.5 m3 · 3,300 kN/cm2 · 160,000 cm43 m kB = 1.0 l0 = 3 m · max 1  10 · 0.1 · 1.00.1  1.0 = 1.381  0.11  0.1 · 1  1.01  1.0 = 1.64 l0 = 4.91 m

Formula 6

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