Civil MDC

WF Base Plate Design

WF Base Plate Design Based on AISC Manual 13th Edition (AISC 360-05) 2

WF Base Plate Design Based on AISC Manual 13th Edition (AISC 360-05)

You are required to design a WF section steel column W12x106 (d=12.89 in and b-12.22 in.) at the first floor and its base plate. Assume that the column is only subject axial load and sits on an independent isolated concrete footing. The dead load on the column P, 320 Kips, live lad P =580, and …

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