mrengineer
Structural
- Feb 11, 2002
- 157
Supposedly this section gives you a break by allowing two or more transient loads to be multiplied by .75. However, the combined load cannot be less than D+E, without the .7 factor applied to E. This creates a new load combination that is more conservative than any of the combinations in Formulas 16-7 thru 16-12. Therefore, by trying to take advantage of their 'break', I have actually hurt myself by having to use this new load combination. Am I missing something?