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fillet weld Item Top plate width along shell Anchor bolt eccentricity Height of gusset Bolt load on Top plate Vertical component Horizontal Component Effective Load Allowable stress on a fillet weld provided weld size Maximum allowable load Check 9.6 w ≥ W

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WELD AC weld size calculation anchor chair

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Sheet1fillet weldItemSymEquationVal.UnitsNotesTop plate width along shella9.84inAnchor bolt eccentricitye3.31inHeight of gusseth10.3in261.874Bolt load on Top platePMax. from uplift table63.57Kips63570 lbVertical componentWv P / (a + 2h)2.09kips / inHorizontal ComponentWHPe / ( ah + 0.667 h)1.22kips / inEffective LoadWSQRT (Wv + WH)2.42kips / inAllowable stress on a fillet weld13.6ksiprovided weld sizew0.39in10mmMaximum allowable load9.6 w3.74Check 9.6 w WOK0.4059055118provided 10 mm 0.393700787412.9133858268

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