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How do engineers design fixed steel column base plates? This short explains: Base Plate Bearing Eccentric Loading Anchor Bolt Design Plate Thickness Design AS 4100 Checks Example: Column = UC310×158×97 Load = 900 kN Moment = 250 kN·m Plate = 700×700×75 mm Bolts = 4-M36 Grade 8.8 Main Equations: e = M/N T = M/z qmax 0.6fc' This connection ...
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