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  • Users: ALphaSpace
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  1. ALphaSpace

    Manager Says Keep the Restraints — I Think They’re Unnecessary. Who’s Right?

    I’m working on a project where the architect has asked us to revisit the column and beam arrangement supporting an internal staircase. Image 1 shows the current set-up and image 2 is what i have said we can achieve: The column is an SHS 200x200x16, total height 10.8m to roof. It supports...
  2. ALphaSpace

    Manager Says Keep the Restraints — I Think They’re Unnecessary. Who’s Right?

    I’m working on a project where the architect has asked us to revisit the column and beam arrangement supporting an internal staircase. Image 1 shows the current set-up and image 2 is what i have said we can achieve: The column is an SHS 200x200x16, total height 10.8m to roof. It supports only...
  3. ALphaSpace

    Eurocode Deflection Limits: Best Practices

    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...
  4. ALphaSpace

    Deflections for Composite steel frame with metal deck

    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...
  5. ALphaSpace

    Masonry Head Restraint Detail to underside of Metal Deck

    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...

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