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  • Users: ajay__re
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  1. ajay__re

    Delection limits for cantilever frame

    Hi, Consider the case of a cantilever frame as seen in the attached picture. When you consider the roof beam as an individual beam with one end fixed, I consider the vertical deflection limit as span/250. What would be the vertical deflection limit of the roof beam when the whole frame...
  2. ajay__re

    Tie force (can it be greater than shear force)?

    Can tie force calculated using the formula from EC 1991-1-7 be greater than shear force? Is it stated somewhere in the codebook that the tie force should be lower than or equal to tie force? -Thanks
  3. ajay__re

    SFB beams

    Where can I find the design procedure for SFB beams relevant to European stanadards? Thanks in advance!
  4. ajay__re

    Steel staircase design (Eurocode)

    Hi, I'm looking for a design example of steel staircase design according to Eurocode standards. Would be very helpful if someone can point me in the right direction with a reference Thanks in advance!

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