Warning: Make sure you scan the downloaded attachment with updated antivirus tools before opening them. They may contain viruses. Use online scanners here and here to upload downloaded attachment to check for safety.
Posted: Tue Nov 04, 2003 7:24 am Post subject: Clause 4.3.5 & 7.3.3
Hello Why are we using minimum eccentricity of 100mm for the design of columns as per Cl. 18.104.22.168 why not actual eccentricity. It is not clear from the Cl. 22.214.171.124 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.
You cannot post new topics in this forum You cannot reply to topics in this forum You cannot edit your posts in this forum You cannot delete your posts in this forum You cannot vote in polls in this forum You can attach files in this forum You can download files in this forum