Assigning cores as one pier
Assigning cores as one pier
(OP)
Can anyone give an advice in what is the disadvantage of assigning a whole core of 5 walls as on pier?...and if so do i have to get the results then export it to pca column to get accurate results for the boundry elements and shear forces?





RE: Assigning cores as one pier
And yes, it is preferable to take the results to PCA Column, for your shear wall is irregular and unfortunately S-Concrete can't be of any aid in such case.
RE: Assigning cores as one pier
local piers (1 for each wall) for torsion & shear analysis
RE: Assigning cores as one pier
Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
http://www.engissol.com/cross-section-analysis-des...
RE: Assigning cores as one pier