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  • Users: auatipu
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  1. auatipu

    wall and column modeling in etabs

    wall and column may be modelled using either frame or shell section. I found it in atkins manual for analysis and design by etabs. is this true? if it is then what is the logic?
  2. auatipu

    equivalent load diagram in etabs

    hi, I'm analysing a multistory concrete building in etabs. I use auto mesh option and auto line constrain. When i investigate force diagram for vertical load of a beam i found one of the equivalent load is upward (marked portion in attached file).But when i remove auto line constrain all...
  3. auatipu

    tuned liquid damper

    Dear all, Can we design overhead water tank as a tuned liquid damper? if it's possible then please refer any guideline. Thanks
  4. auatipu

    Design criteria of column and wall

    Hi all' i m confused about the design criteria of column and wall. ACI 318-11 code describe, for special moment resisting structural member which axial force is greater than (Agf'c)/10 must be design as column i,e least dimension to long dimension ratio should be within 2.5 and minimum dimension...
  5. auatipu

    Column and wall design in ACI 318-11

    Hi all' i m confused about the design criteria of column and wall. ACI 318-11 code describe, for special moment resisting structural member which axial force is greater than (Agf'c)/10 must be design as column i,e least dimension to long dimension ratio should be within 2.5 and minimum...
  6. auatipu

    when we consider column or shear wall to design rcc member according to ACI code

    hi, At first i thanks to eng-tips forum. I have been benefited from this forum. Now i m confused about the design criteria of column and wall. ACI 318-11 code describe for special moment resisting structure member which axial force is greater than (Agf'c)/10 must be design as column i,e least...
  7. auatipu

    when we consider column or shear wall to design rcc according to ACI code

    hi, At first i thanks to eng-tips forum. I have been benefited from this forum. Now i m confused about the design criteria of column and wall. ACI 318-11 code describe for special moment resisting structure member which axial force is greater than (Agf'c)/10 must be design as column i,e least...

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