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Ridge connection welding check AISC 360-16 <br />Welding type : Fillet weld The frame column can be connected to the base plate <br />Welded Connection <br />INPUT DATA : <br />≔θ 0 °angle between the line of action of the required force and the <br />weld longitudinal axis, degrees <br />≔Lw 3 in weld length <br />≔Sw ―1 <br />4 in weld size <br />≔t1 0.375 in part 1 thickness <br />≔t2 0.375 in part 2 thickness <br />≔FEXX 60 ksi welding material strength <br />≔fu 58 ksi Ultimate for base metal <br />≔fy 36 ksi Yield for base metal <br />≔Ω 2.00 Safety factor ASD <br />Loads : <br />M ⋅0 kip ft Moment z-z LC 3 <br />≔cy =――Lw <br />2 1.5 in the distance of the farthest point on the weld line to the <br />center line of weld <br />≔Ix =―――⋅Sw Lw <br />3 <br />12 0.563 in 4 Moment of Inertia of Weld Line <br />≔Fmy =――⋅M cy <br />Ix <br />0 ksi Stress Due to Moment (Elastic Method AISC Manual 14) <br />≔Fx =―――286 lbf <br />⋅Sw Lw <br />0.381 ksi <br />Max. Shear Force <br />≔Fy =―――286 lbf <br />⋅Sw Lw <br />0.381 ksi <br />≔=‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾+⎛⎝x⎞⎠2 ⎛⎝+Fmy Fy⎞⎠2 0.539 ksi Resultant Stresses Acting on the Weld <br />MINIMUM SIZE OF FILLET WELD : <br />15 of 89 <br />3201 S Halladay St <br />5/5/2025