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Found 2 results

  1. asadishaq
    what is cracked and uncracked section analysis?????
  2. Thila
    Hi All, How to perform analysis to check Short term (cracked) deflection for cantilever in SAFE model? I have to check for wind load alone. I entered "0" for material unit weight, since i consider only wind pressure. Also in Load case option, I selected "Non- LInear (cracked)" alone. I applied wind pressure of 1.1 kn/m2 for 2.5 m length of slab whereas the total length of slab is 3.5 m. Kindly find attached for geometry. Is this the right approach? why am I getting different result comparing to manual calculation? I have attached the SAFE model too. se-SAFE- defl chk.$sf se-SAFE- defl chk.FDB
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