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.
Sub: Shear strength of RCC columns D/sefians, Could you please clarify me at some confusion coming across the strength of columns. In clause no. 7.3.4 of IS.13920:1993, the design shear force for columns are given. Again shear strength of columns are given in clause no.40.2.2 of IS 456:2000. Suppose if the shear strength of column happens to be less than the design shear force shall it be provided with shear stirrups in the form of transverse reinforcement as is given in clause 7.4 of IS.13920:1993 ? I have not come across the design of transverse reinforcement of columns from the strength point of view in school textbooks read so far. So, I am hesitant to do it without confirmation from you.
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