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
Hi there,
Does anyone know the allowable stress for bolts?
For example I use a 8.8 grade bolt yield 640 UTS 800
What is the maximum allowable tensile stress in this bolt?
And does any one of you know a code to which I can refer.
The bolts will be used in an offshore structure for the European...