<![CDATA[Cervenka Consulting Forums — Reinforcement Bars]]> 2012-04-13T07:59:59Z PunBB https://forums.cervenka.cz/viewtopic.php?id=421 <![CDATA[Re: Reinforcement Bars]]> Hello, first of all, please do not forget that for typical columns, axisymmetric analysis is not a good idea as it totally neglects buckling, which is normally the most important factor governing the column max. load.

I do not understand why you would convert the cross section area of bars to a thickness? The cross section area to be used in the analysis is calculated from profile diameter and multiplied by the given "Number of Profiles".

]]> https://forums.cervenka.cz/profile.php?id=4 2012-04-13T07:59:59Z https://forums.cervenka.cz/viewtopic.php?pid=1029#p1029 <![CDATA[Reinforcement Bars]]> Hi thers...,
The Geometry of Reinforcement Bars will be defined only by lines (from Part- 4-6) page 27. So in case of 2D model, how one can put bars and stirrups in a column for (Axi-Symmetric Analysis Element), I mean the definition will be only by lines our one can convert the area of all vertical bars to a thickness (ts) as : (ts = Ast/2*pi*rs)?

]]> https://forums.cervenka.cz/profile.php?id=12091 2012-04-13T05:42:47Z https://forums.cervenka.cz/viewtopic.php?pid=1028#p1028