The main goal of analyzing the wind load is to convert it into a concentrated force which will be applied to the frames in order for us to start computation of moments and shears using any of the methods discussed earlier:
- Portal method
- Cantilever method
- Q-factor method
However, if you check the NSCP, the procedure with lead us only until which in units . This pressure (distributed load) is still to be converted into a force in order to be applied in the frame, thus will then be multiplied with an area,
. The area of which is the length of the wall being analyzed by the tributary height.
thank you for posting very informative for help go to the link Structural Analysis India
ReplyDelete