chaechaeng
Civil/Environmental
Hi, I have a question, according to Reynolds' Handbook, there are two equations for determining tensile force: one that takes the column size into account and another that does not. I assumed that column size is considered when dealing with larger columns.
Are there any general guidelines or rules of thumb for deciding when to factor in the column size? Would a 400mm column be classified as a large column in this context?
Are there any general guidelines or rules of thumb for deciding when to factor in the column size? Would a 400mm column be classified as a large column in this context?
