I have designed the mesh in a composite slab to resist the longitudinal shear that is caused by the composite action with the steel beams.
Some of the areas in the project are longer span and so I have decided to double up the mesh to provide more reinforcement locally. I need to determine how...
Has anyone here designed a capping beam for a sheet pile wall before? I need someone to point me in the correct direction to determine what spacing we need to use for the movement joints.
The capping beam will be buried underground and so would be subject to less thermal expansion than an...
