Does anyone know of a procedure for checking double-angle connections for weak-axis shear? I know the shear in the flanges need to work its way through the web and into the angles.
Just curious to know what software people are using to design buildings? Do you find some software particularly good for a particular construction (steel, concrete, wood, masonry) but not for others? What limitations are you finding with the software? Have you found a design flow that works...
