datsnl
Mechanical
- Apr 16, 2006
- 13
Guyz,
I am doing Stress Analysis of a DN1050 dia pipe which has a 45deg Tee. The pipe already exists on the site and this is like to like replacement. This tee has 4 gussets placed 90 deg to eachother. The tee fails in Caesar II analysis because I dont know how to model gussets in Caesar II. I know that I can put my own calculated SIF at the tee, but I dont know how to calculate SIF for tee with Gussets. I know that Calcualtion for Reinforced tee is available in B31.1 but not for Gussets.
Thanks
Dharmit
I am doing Stress Analysis of a DN1050 dia pipe which has a 45deg Tee. The pipe already exists on the site and this is like to like replacement. This tee has 4 gussets placed 90 deg to eachother. The tee fails in Caesar II analysis because I dont know how to model gussets in Caesar II. I know that I can put my own calculated SIF at the tee, but I dont know how to calculate SIF for tee with Gussets. I know that Calcualtion for Reinforced tee is available in B31.1 but not for Gussets.
Thanks
Dharmit