KLee777
Mechanical
- Apr 3, 2002
- 66
Hi again all,
Thank you for being so helpful in my previous posts. Please pardon the elementary questions, but I am a new engineer (surely you remember what that was like??). No need to worry, all designs are checked...twice.
Now I need to take a look at how the lifting lugs will act on the vessel wall. I have four different vessels, so I won't mention specific thicknesses here. I guess what it boils down to is that I'm looking for is a clarification of the WRC 107 sign convention.
Specifics:
1) I am using CodeCalc for the WRC 107 analysis.
2) I am lifting a horizontal vessel straight up only (2 cranes), and the customer wants lugs, not straps at the saddles.
3) I have two ear-type lugs on top of the vessel with repads.
Here's my question: To determine the stresses caused due to "pullout," how to I enter the loads into CodeCalc? Do I enter the load as a "pressure" load (P) in the negative direction? I'm basing this on the same convention that's used to determine pressure loads (pulling) on a nozzle.
Once this is done (and assuming I'm doing this right), if my stresses between the repad and vessel wall are too high, what's the best way to get them to come down (besides increasing repad thickness & size)?
As always, I'd appreciate any advice.
KLee777
Thank you for being so helpful in my previous posts. Please pardon the elementary questions, but I am a new engineer (surely you remember what that was like??). No need to worry, all designs are checked...twice.
Now I need to take a look at how the lifting lugs will act on the vessel wall. I have four different vessels, so I won't mention specific thicknesses here. I guess what it boils down to is that I'm looking for is a clarification of the WRC 107 sign convention.
Specifics:
1) I am using CodeCalc for the WRC 107 analysis.
2) I am lifting a horizontal vessel straight up only (2 cranes), and the customer wants lugs, not straps at the saddles.
3) I have two ear-type lugs on top of the vessel with repads.
Here's my question: To determine the stresses caused due to "pullout," how to I enter the loads into CodeCalc? Do I enter the load as a "pressure" load (P) in the negative direction? I'm basing this on the same convention that's used to determine pressure loads (pulling) on a nozzle.
Once this is done (and assuming I'm doing this right), if my stresses between the repad and vessel wall are too high, what's the best way to get them to come down (besides increasing repad thickness & size)?
As always, I'd appreciate any advice.
KLee777