The design capacity of the weld, fwd shall be reduced by the factor βlw (where βlw ≤ 1.0), when the length of the welded joint of a splice or end connection in a compression or tension element is greater than 

1
75 times throat size of the weld
2
100 times throat size of the weld
3
125 times throat size of the weld
4
150 times throat size of the weld

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