An A50 (Fy=345MPa) circular steel base plate 329mm in diameter and thickness of 20.2mm rests on 525mm square concrete pe
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An A50 (Fy=345MPa) circular steel base plate 329mm in diameter and thickness of 20.2mm rests on 525mm square concrete pe
An A50 (Fy=345MPa) circular steel base plate 329mm in diameterand thickness of 20.2mm rests on 525mm square concrete pedestalwith fc’=20.7MPa. The column is W8x58 (see ASEP Manual for sectionproperties). Calculate the maximum serviceDeadload using LRFD in KN based onbearing stress failure on pedestal. Assume Liveload is twiceDeadload. Express your answer in 2 decimal places.