foundation has dynmic load
foundation has dynmic load
(OP)
hi
i have foundation for amusemnt area have dynmic load
for example 1000 kn horzontal
how i use safe programm to solve that?
some people advice me to consider that static load but after x by 2 mean the load became 2000 kn
but i doubt in that
any suggestion fom anybody
we use ACI 318-99
THANKS
i have foundation for amusemnt area have dynmic load
for example 1000 kn horzontal
how i use safe programm to solve that?
some people advice me to consider that static load but after x by 2 mean the load became 2000 kn
but i doubt in that
any suggestion fom anybody
we use ACI 318-99
THANKS






RE: foundation has dynmic load
http://www.slideruleera.net/foundations.html
www.SlideRuleEra.net![[idea] idea](https://www.tipmaster.com/images/idea.gif)
RE: foundation has dynmic load
Bowles' Foundation Analysis & Design is a good text for dynamically loaded foundations.
RE: foundation has dynmic load
RE: foundation has dynmic load
RE: foundation has dynmic load
and give me 5000 kn static load veritacal and give me own weight
without any frequency.
RE: foundation has dynmic load
Check Bowles' book or the Arya, O'Neil & Pincus tome "Design of Structures and Foundations for Vibrating Machines".
There is a lot to it and if your contractor is giving you loads that high, it must be a pretty serious machine...
If you "heard" it on the internet, it's guilty until proven innocent. - DCS