thank you all for quick response, Yes I was a little confused about the splice connection at centre and I dont know why I didn't consider to splice connections at L/4, as it would be much more feasible. Thank you BulbTheBuilder your help is greatly appreciated.
Hi All,
I am currently designing a structural steel beam supports for an existing slab, Actually there is an existing roof slab resting on walls of tank approx. dimension of slab are(25.7m x 5.8m x 0.25m thick) and now client wants to saw-cut a 2000 x 1000 m opening in the slab and need us to...
Hi all, I needed some concept clarity regarding punching shear calculations as per BS EN 1992.1.1 for base slab resting on a piled structure.
I am currently carrying out design Punching shear checks as per (BS EN 1992.1.1 CL 6.4.3 & 6.4.4) for a base slab 400mm thick and resting on piles (Pile...
Hi all, Can anyone briefly explain me how footing loss of contact theory works? I am currently working on design of base slab and while doing bearing pressure check, the eccentricity exceeds L/6, and the structure is is subjected to tension I understood the procedure of calculating the edge...
