knandwana
Structural
- Sep 25, 2009
- 29
Hi,
I am having huge trouble meeting the customer requirement on a 4" Nozzle. The loads are as follows :
P(lbf) V(lbf) Mt(ft*lbf) Mc(ft*lbf)
185 210 885 276 Weight
278 315 975 414 Seismic
467 575 1355 736 Thermal
930 1100 3215 1426 Total (W+T+S)
Now, if I apply the Total Load on the 4" Nozzle, the stresses are very high, way more than the allowable Stress, (P.m+P.l) 1.5Sm and (Pm+Pl+Q) 3Sm.
Now, am I missing something. Do the allowable stresses change in case of seismic and thermal loads?
What is meant by different Level A,B,C,D ?
This is the first time I am doing Nozzle loads.
Any pointer will he helpful, since I am on a very tight schedule.
Thanks,
Kapil, EWI
I am having huge trouble meeting the customer requirement on a 4" Nozzle. The loads are as follows :
P(lbf) V(lbf) Mt(ft*lbf) Mc(ft*lbf)
185 210 885 276 Weight
278 315 975 414 Seismic
467 575 1355 736 Thermal
930 1100 3215 1426 Total (W+T+S)
Now, if I apply the Total Load on the 4" Nozzle, the stresses are very high, way more than the allowable Stress, (P.m+P.l) 1.5Sm and (Pm+Pl+Q) 3Sm.
Now, am I missing something. Do the allowable stresses change in case of seismic and thermal loads?
What is meant by different Level A,B,C,D ?
This is the first time I am doing Nozzle loads.
Any pointer will he helpful, since I am on a very tight schedule.
Thanks,
Kapil, EWI