An A50 (Fy=345MPa) circular steel base plate 421mm in diameter and thickness of 22.9mm rests on 525mm square concrete pe
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An A50 (Fy=345MPa) circular steel base plate 421mm in diameter and thickness of 22.9mm rests on 525mm square concrete pe
An A50 (Fy=345MPa) circular steel base plate 421mm in diameterand thickness of 22.9mm rests on 525mm square concrete pedestalwith fc’=20.7MPa. The column is W8x58 (see ASEP Manual for sectionproperties). Calculate the maximum service Liveload usingLRFD in KN based on bending stress failure on steel baseplate . Assume Liveload is twice Deadload. Express your answer in 2decimal places.