Base Connection

Steel column: IPE $200$ I$-$Section welded to $30030020mm$ Thick by $5$ mm Fillet

Weld

Steel Plate is fitted on a $500500500mm$ Thick Concrete base

The Steel plate rests on a $30$ mm Thick grout, and is bolted to the concrete base with

$4$ No$.$ of M$20(500$mm long$)$ Holding down bolts.

REQUIREMENTS:

$1\mathrm{.}1.$ Using AutoCAD draw all base connection $($Details $1)$ in Figure $1,$ showing all

dimensions to enable ease of manufacturing.

$[50\mathrm{.}5$Marks$]$