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bending deflection due to weld shrinkage

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Blodgett's book has a formula for estimating the
amount of bending deflection that will result from
longitudinal welds on a member.  Presumably, the
formula is applicable for continuous welds. (Design of
Welded STructures pg 7.7-6)

Are there any other reference works that give similar
formulas, but for intermittent welds (say,
four-inch-long welds every 12 inches)?  

If not, would it be reasonable to use the results from
Blodgett's formula multiplied by the ratio of
intermittent weld length to weld spacing?

Thanks,

d a v e   e v a n s


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