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aisc research program - UIUC Newmark Structural Engineering ...

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New Doubler Plate Details<br />

Alternatives:<br />

MUST-SIM<br />

45° beveled<br />

doubler plate<br />

Heavy fillet<br />

welds<br />

Current<br />

practice:<br />

Heavy CJP<br />

weld<br />

Approx. 7/8" gap<br />

Heavy fillet<br />

welds<br />

University of Illinois at Urbana-Champaign<br />

December 5, 2007<br />

Potential fracture region<br />

Act as both<br />

doubler plate and<br />

continuity plate<br />

Approximately<br />

2/3 width of girder<br />

flange<br />

Full penetration welds<br />

Fillet I Fillet II Box

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