Hello everyone,
I’m reviewing deflection criteria for a long-span steel beam designed to Eurocode standards, and I’m seeking some clarification. I’m currently limiting deflections as follows:
Imposed load deflection: span/360
Total load deflection: span/250
My question is:
For dead load...
Hi All,
I am Currently working on a car park with a composite steel frame with metal decking. The project has very tight headroom restrictions and therefore a tight structural zone allowance. The job is due to start on site very soon and it has just become aware that deflections & tolerances...
Hi All,
I'm looking to detail a Masonry head restraint for a blockwork wall to the underside of a metal deck. I want to provide a soft joint to not transfer any vertical loads but to restrain it laterally.
I have previously used Ancon IHR-V ties when it's to the underside of a steel beam that...
