I have two questions regarding penetration for lag screws in withdrawal only (not laterally loaded) in side grain per NDS. Forgive me if these are answered elsewhere in the forums -- I have seen my first question discussed, but not specifically answered the way I'm asking.
1. The requirement...
When looking at the ASCE 7 Two Stage Analysis Procedure, there seems to be an anomaly that bothers me and I'm wondering others opinions/experience. In terms of seismic forces, it seems to me that the two stage procedure can be quite beneficial for the upper level light-framing, but can be...
Does anyone have experience using Hilti X-HVB shear connectors as an alternative to traditional welded shear studs for composite flexural members? Or have an opinion on their suitability and/or code-compliance in the U.S.?
They seem like a reasonable alternative, with data to justify their...
I know this has been discussed before, but not sure there is a clear answer to me. For a T-shaped canopy, with single column in the middle and equal length cantilever beams in each direction, how do you determine the unbalanced wind load condition per ASCE 7? Using the figure for "Monoslope...
Does anyone have any information or cutsheets on an LCB-1 coil insert used for precast concrete connections? I have seen it specified on some older projects, but am unable to find the manufacturer or any specific information at all.
Thanks.
