Maximum Spacing of Intermittent Welds per AISC Section E6.2(b)

Maximum spacing of the intermittent welds according to AISC Section E6.2(b)

t \{0.75 \sqrt{\frac{E}{F_{y}}}\} = (0.375 in) \{0.75 \sqrt{\frac{29, 000 ksi}{36 ksi}}\} = 7.98 in > 4.0 in o . k .

t	Plate thickness
E	Modulus of elasticity
F_y	Yield strength of the reinforced section

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