aisc research program - UIUC Newmark Structural Engineering ...
aisc research program - UIUC Newmark Structural Engineering ...
aisc research program - UIUC Newmark Structural Engineering ...
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AISC Test Specimen 159n-2ply1<br />
“Required Strength” = slip critical strength of 24 bolts in splice plate<br />
Comparison of ASD Codes (using design values)<br />
slip<br />
shear<br />
Specimen 11<br />
159n-2ply1<br />
MUST-SIM<br />
Pn<br />
(kips)<br />
AISC 2005 ASD 1989<br />
rank<br />
Pn/Ω<br />
(kips)<br />
rank<br />
Pallow<br />
(kips)<br />
between splice and filler 922 1 524 1 692 1<br />
between filler and top<br />
column<br />
between splice and bot.<br />
column<br />
University of Illinois at Urbana-Champaign<br />
December 5, 2007<br />
rank<br />
922 1 524 1 692 1<br />
2,459 5 1,397 1,845<br />
between splice and filler 1,789 3 895 3 954 3<br />
between filler and top<br />
column<br />
between splice and bot.<br />
column<br />
between splice and filler<br />
(overstrength)<br />
between filler and top<br />
column (overstrength)<br />
between splice and bot.<br />
column (overstrength)<br />
1,789 3 895 3 954 3<br />
4,771 2,386 2,545<br />
2,460 6 1,230 5 1,312 5<br />
2,460 6 1,230 5 1,312 5<br />
6,561 3,280 3,499<br />
splice plate 7,449 3,725 3,221<br />
bearing w shape 4,432 2,216 1,916
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