-2cm 4 vertical deflection a 1cm 16cm 20cm Lo E-2100000 kg/cm2 12cm 4.5m SECTION BC 03:...

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-2cm 4 vertical deflection a 1cm 16cm 20cm Lo E-2100000 kg/cm2 12cm 4.5m SECTION BC 03: For the given column; Calculate the maximum compression force that can be beared safely 2 E 2100000 kg/cm2 Ash-105 → σ#3100-1 1.4λ[kg/cm2] 3.5m 12cm 2 2 13 I2EI 17cm SECTION AB Factor of safety, n=2 β (buckling factor) = 2 TTITT

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-2cm 4 vertical deflection a 1cm 16cm 20cm Lo E-2100000 kg/cm2 12cm 4.5m SECTION BC 03:...

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