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  • Users: hormozzadeh
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  1. hormozzadeh

    Steel frame with shear walls.

    I have a steel structure in wich the latteral resisting system are shear walls.in our country there isn't any recommendation for such systems in our codes.if there is any in American codes AISC or UBC(IBC)I will be thanked if someone direct me. BEST REGARDS
  2. hormozzadeh

    Shear reinforcing in ETABS

    I am designing a sway intermediate concrete structure with ETABS 2000.it seems that ETABS doesnt consider the true value for designing the shear reinforcement for concrete columns. It calculates the true value for column moment capacity but takes the Vp=0 .so in each column the Vu governs the...
  3. hormozzadeh

    Stiffness of piles

    I want to model a pile in CSI Safe program.I define a column spring support and I need to calculate the stiffness of the pile .can anyone tell me how to calculate it?
  4. hormozzadeh

    siporex blocks

    We want to produce siporex lightweight blocks.we want to import the instruments.can someone suggest me a factory to bye the instruments from?
  5. hormozzadeh

    Hunched concrete beams

    Is there ane recomendation for hunched concrete beams?I havn"t find any in ACI & UBC code.

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