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Up Topic American Welding Society Services / Technical Standards & Publications / Beam and Girder Camber without Designed Concrete Haunch
- By HJLBX Date 06-25-2016 05:45
D.1.1\1.1M:2015

5.22.4

p. 179

Tolerance is given a +/- [4*a*b(1-a/S)]/S

I assume the (-) tolerance is to allow for the case where the concrete haunch surface will require a "negative" camber in the beam or girder for proper fit between the haunch and flange.

I have not dealt with nor seen a concrete haunch in the field - so just asking.
Up Topic American Welding Society Services / Technical Standards & Publications / Beam and Girder Camber without Designed Concrete Haunch

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