Hello everyone,
Want to ask an advice. I have to design crane runway girder joint to concrete column corbel. I dont deal with cranes very often so I dont feel lot of confidence in my solution. Any advice/critique are welcome.
Some years ago we designed a warehouse with light cranes (5t or 8t...
Hi all,
I want to discuss such type of connection where steel truss is welded to anchor plate installed on the top of concrete column. Steel truss is welded with fillet weld. It is considered that joint is rigid when truss post is welded around. My question is it possible to consider such joint...
I have to design some deep beams (walls) in my ongoing project. I have a problem with determining appropriate length of support. I will attach a picture. Between deep-beam and concrete column there is a concrete beam for supporting hollow core slabs on first floor. What would you suggestion for...
Hi everyone,
My first post here, hope you can give me an advice.
I have a slab on ground 19,5m*7,05m, on part of it is inclined. The thickness of slab will be 200-250mm on a flat area and 200-250 to 1350mm inclined part. Volvo F120 wheel loader will be moving on (from outside area to warehouse)...
