Hi i am designing a new 20m span insitu voided slab integral (portal frame) bridge. I have done the slab as a grillage and used plate elements to model the abutment and pilecap.
in terms of calculations, how do i design the main reinforcement for voided slab? is there any code which gives...
Hi i am looking at a deck plate that is welded on to trapezoidal members spanning between primary steelwork. I am considering the local design of the deck plate that is 10 mm thick and spans 400mm (ie primary steelwork at 400 mm c/c). The local design load is a 40 kN point load. Obviously...
