PBW2
Civil/Environmental
- Apr 25, 2003
- 58
When calculating the vertical loads to a column for this load combination do you use the overturning wind moment to determine the vertical loads from wind (Mot/L=T=C)or do you use the tributary area x uplift force?
I have used the T=C from the horizontal Mot + wind area load + .6D but now I'm having second thoughts. Have also noticed in some publications that the compression force from the wind Mot is neglected which does not seem correct. Thoughts/Comments
I have used the T=C from the horizontal Mot + wind area load + .6D but now I'm having second thoughts. Have also noticed in some publications that the compression force from the wind Mot is neglected which does not seem correct. Thoughts/Comments