About this document
Compression Member Design Calculation by lyhalim is a document available to read on EtoBox.
A 254 x 254 x 89 UC steel column with pinned ends is to be designed to carry an axial load of 1250 kN. The 12m column will have lateral braces at third points to prevent minor axis buckling. The summary calculates the column
- Author
- lyhalim
- Language
- EN