Menu
Home / Civil Engineering / Steel Structure Design :: Discussion

Discussion :: Steel Structure Design

  1. A column is carrying an axial load W and an eccentric load P. If A is its cross-sectional area, ex and ey are the eccentricities and Pxx and Zyy the section modulli, the equivalent axial load is obtained from the formula,

    2. View Answer

    Workspace

    View Answer

    Answer : Option A

    Explanation :

    No answer description available for this question. Let us discuss.

Write your comments here:

Be The First To Comment