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  • Users: nada2013
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  1. nada2013

    Ready mix design

    Hi everyone. Can you give me an approximated ready mix design for compressive strength of 30Mpa and maximum size of aggregate 10 mm and the finess modulus of fine aggregate 2.8?
  2. nada2013

    one way slab behavior

    Hi, I just want to ask about the behavior of a slab supported in two sides only and has (L/S) less than 2? Can I treat it as a one way slab? I mean if I use ANSYS program shall I get a curvature in the transverse side of it?

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