Hi folks. Hope you don't mind me jumping in here. My engineers drawings are specifying 389mm centres for the beams, using 18kg blocks. He is basically saying we need to cut down standard 440mm blocks, all 1100 or so of them! Not only will this be very time consuming, there will be a lot of waste. Does anyone have any ideas? What size would the blocks need to be at 389mm centres? We have substantial under build, so a slab is not an option. What I thought was a simple, cost effective solution is turning out to be far from it! Thanks.