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- <br /> i EC- LI PS E Project: Cascade Coffee Addition <br /> ENGINEERING Project#: 22-10-138 <br /> Date: 3/20/2023 <br /> Gusset Weld <br /> Engineer: CCL <br /> Connection:CONN-2 <br /> Weld Specifications <br /> FEXX 70000 psi <br /> D 3 *(1/16)ths of an inch <br /> Length 9 in(plate length in contact w/column) <br /> No Sides Welded 2 <--1 Side or 2 Sides <br /> Loading Info <br /> Load,P 5607 lb <br /> Angle 90 Degrees *Angle is from direction of loading from positive x-axis <br /> x-dist from load to origin 2.5 in <br /> y-dist from load to origin 0 in <br /> Weld Properties <br /> total weld length 9.00 in *for 1 side <br /> y-bar 4.5 in <br /> Ix 61 in4 <br /> Loading Info <br /> Px 0 lb <br /> Py 5607 lb <br /> Mk 0 lb-in Moment is CW <br /> My 14018 lb-in Moment is CCW <br /> Mresuit 14018 lb-in Moment is CCW <br /> ruux 0 lb/in <br /> ru, 623 lb/in <br /> Locations of Highest Stress <br /> Location Top of Weld Btm of Weld <br /> cY 4.5 -4.5 in <br /> rmu, 1038 -1038 lb/in <br /> ru 1211 1211 lb/in <br /> Highest Stress 605 lb/in <br /> Available Strength <br /> Rn 2784 lb/in <br /> Strength Check: 2784 > 605 OK <br /> 46/81 <br />