Is the column top displacement limit for masonry walls without cranes h /100 or h /240?
The lightweight steel regulations do errata this limit, mainly because a 1/100 column term displacement does not guarantee that the wall will not be pulled apart.At the same time if the wall is built in the rigid frame interior (such as internal partition wall), we calculate the displacement of the top of the column is not taken into account when the wall on the rigid frame of the embedded role (exaggerated analogy for box shear structure).
