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Clause 4.3.5 & 7.3.3

 
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mc.upadhyay1
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Joined: 26 Jan 2003
Posts: 134

PostPosted: Tue Nov 04, 2003 7:24 am    Post subject: Clause 4.3.5 & 7.3.3 Reply with quote

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.

Regards

Mukesh Upadhyay

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