kckriete
Structural
- May 27, 2003
- 3
A client of mine has recently asked that our firm check into reducing the web thickness on a 1/2"x60" web to 7/16" in order to save weight and thus save costs. The change results is a savings of approximately 4800 lbs of steel per girdert line. The reduced thickness also results in the addition of 8 additional web stiffners. Does anyone have a good etimate on the additional fabrication cost of adding web stiffners. It doesn't appear to me that there is as much savings as my client thinks but I do not have a good reference for the increased fabrication cost.
Thanks
Thanks