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  1. Mina Kromer

    frame release concept steel structure

    You need to assign the connection of column to the foundation as fixed, to keep the frame stable.
  2. Mina Kromer

    Rigid and Semi-rigid diaphragm in ETABS - Slab with beams

    Dear Sir, I noticed when applying a semi-rigid diaphragm to a slab with beams floor I got axial load in beams and slab from the vertical loading. But this axial force disappeared when I applied rigid diaphragm. We used to ignore axial load in slabs and beams from vertical load even in manual...
  3. Mina Kromer

    calculating kh from 0.4*SDS

    no more answers ?
  4. Mina Kromer

    calculating kh from 0.4*SDS

    Yes, I also see examples using 0.35, but are them for calculating kh ?. I could not find an example for calculating kh specifically.
  5. Mina Kromer

    calculating kh from 0.4*SDS

    [highlight #EF2929]thread507-418397 Dear Engineers, I am designing a retaining wall, I need to consider seismic load. From FEMA 450, calculate the Kh factor. as Kh = Sds/2.5. My question is about ss value, it is given in % of g. for example for Jeddah city it is about 35 (not divided by 100 to...

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