tmaarleveld
Structural
- Jun 15, 2007
- 2
Hi there,
I am designing a cylinder with a bolted gland. (WP 250 bar)
Can anyone tell me if there are standardized calculations for the bolted Gland. I am currently working with Roark load case table 24 load case 1F. But I am nut sure if I can see the bolts as a fixed connection.
Thanks
Thomas
I am designing a cylinder with a bolted gland. (WP 250 bar)
Can anyone tell me if there are standardized calculations for the bolted Gland. I am currently working with Roark load case table 24 load case 1F. But I am nut sure if I can see the bolts as a fixed connection.
Thanks
Thomas