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  1. 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...
  2. Mina Kromer

    calculating kh from 0.4*SDS

    no more answers ?
  3. 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.
  4. 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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