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So based on the current data you posted, Fn = 0.18 sqrt = 5.5 Hz …equation 3.3 I have recommended averaging the results for the joist mode and the girder mode in the future implementation. There is no way for the user to influence that. In the current implementation, the software calculates the results for the combined mode considering the first beam/joist and the first girder only. This will be implemented in the next version. So I have recommended an option to be introduced in the software so that users can directly specify the condition ( all 4 options will be made available in a combo box ). Only the first two are currently there but the logic behind when to use which one, is not properly implemented. I went over the floor vibration implementation in detail with a developer this morning and found that all of the four conditions outlined in the table 4.1 was not implemented. |
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