Recent content by Sumukh

I am designing a bolted splice connection to suit transport. Currently no forces are provided but I am supposed to design it to the capacity of members. Can anyone guide so as to what combination of forces I can consider. Ex: Case 1 - 35% Axial capacity and 35% shear capacity Case 2 - 35% moment...

Thanks a lot Mr. Dnyan Deshmukh

Dear Friends, In one of the societies in Pune, a builder wishes to convert existing two adjacent shops into a residential unit. For which he intends to change interior block wall arrangement. This will surely result in to some of the block walls be directly placed on existing concrete slabs...

Why do we provide nominal stirrups for beam at mid span even if the concrete is strong enough to resist shear?

Have you succeeded in getting eurocodes? If not drop me a mail on sumukhm39@gmail.com