I have heard several times that ductwork in power plants should be designed for +/- 35" H20 pressure. Can someone point me to the NFPA standard and section where that requirement is mentioned?
Is the 35" requirement in addition to other design loads (i.e. dead load, live load, wind load...
I have heard several times that ductwork in power plants needs to be designed for a minimum pressure of +/- 35" H20 per NFPA. Does anyone know where I can find that requirement? Which NFPA Standard? Which section, page, or paragraph?
I am specifically looking for interpretation as to whether...
Does anyone know if it is acceptable to use friction to transfer shear from an equipment skid base to its foundation? (i.e. in lieu of anchor bolts or shear lugs)
Thanks
Would it be accurate to create a seimic load case and input say .04 into the X or Z gravity field as apposed to calculating seismic forces for each column node and inputing by hand?
(assuming your horizontal seismic load is .04W)
Is anyone familiar with Argentina Design Standards? I have found CIRSOC standards in pdf form on www.inti.gov.ar but they are all in spanish, which makes it difficult follow. I tried using google's language tool to translate, but it is not a very good translation.
I'm also looking for...
