I'm working with the new document: "Design of Floors for Vibraiton: A New Approach."
I'm trying to figure out where Eq. 51 came from and I think I have figured it out. I'd like some confirmation if anyone here knows for sure.
It looks to me like Eq. 51 comes from Eq. 33 assuming a step frequency of 2.2 Hz, the upper limit from Eq. 14.
Is this correct? Confirmation would be greatly appreciated.
100000e
I'm trying to figure out where Eq. 51 came from and I think I have figured it out. I'd like some confirmation if anyone here knows for sure.
It looks to me like Eq. 51 comes from Eq. 33 assuming a step frequency of 2.2 Hz, the upper limit from Eq. 14.
Is this correct? Confirmation would be greatly appreciated.
100000e
