API 650 - When to use anchor bolts ?
API 650 - When to use anchor bolts ?
(OP)
API 650 tanks with earthquake and wind
I never understood correctly when to use anchor bolts or not ?
Of course I' d rather avoid them !
Which criteria are used to lnow of anchor bolt are required or not ?
Check if bolt tensioning is positive ?
Check if stress with sismic are high at annular plate ?
Check if there is a wind overturning ?
I am a bit confused...
Any straight procedure or specific litterature ??
thanks a lot
I never understood correctly when to use anchor bolts or not ?
Of course I' d rather avoid them !
Which criteria are used to lnow of anchor bolt are required or not ?
Check if bolt tensioning is positive ?
Check if stress with sismic are high at annular plate ?
Check if there is a wind overturning ?
I am a bit confused...
Any straight procedure or specific litterature ??
thanks a lot





RE: API 650 - When to use anchor bolts ?
RE: API 650 - When to use anchor bolts ?
See 5.11.2, E.6.2.1.1.1, Fig. F-1, etc, in the 11th Edition.
RE: API 650 - When to use anchor bolts ?
Thank you for the tips.
RE: API 650 - When to use anchor bolts ?
thanks
RE: API 650 - When to use anchor bolts ?