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Hello Why are we using minimum eccentricity of 100mm for the design of columns as per Cl. 4.3.5.1 why not actual eccentricity. It is not clear from the Cl. 7.3.3.1 whether this ecc. is applicable for simple construction (i.e. Bending members assumed pinned at ends As in Cl. 4.3.5 ) or for rigid jointed frames too.
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