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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?

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...

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

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...

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...

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...

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...