I have several conditions, but here is an example. I have a W16x67 framing into a column flange with a 13" double-angle connection using L4x4x5/16. The double-angle is bolted to the beam and bolted to the column flange with (4) 3/4" diameter bolts per leg. I have a maximum horizontal shear of...
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...
