Hi all, I am designing a two span simply support bridge deck... over the pier the will be a RC continuity slab (see link below). My question is how do I model the slab in by grillage? I have tried to model the flexural stiffness of the continuity slab as spring rotation supports within the main...
Hi all,
This sounds like a simple engineering problem but I'm stuck!!
Basically I need a foundation for a high mast light column but I don't want to use 'traditional' reinforcement due to the amount and location of services. I've approached a fibre reinforcement manufacture and I have been...
