Dear All,
When calculating the uplift loads in API 650 it refers to P = deign pressure (see Appendix F).
If you calculate P in Appendix F and the tank is small the maximum design pressure could be very high. This would mean that a large number of anchors are required even if my "actual design pressure" limited by my PRV was much lower.
Can you input your design pressure as limited by a PRV or leave it as atmospheric if open vented or do you have to input the very high value of the maximum design pressure in Appendix F?
When calculating the uplift loads in API 650 it refers to P = deign pressure (see Appendix F).
If you calculate P in Appendix F and the tank is small the maximum design pressure could be very high. This would mean that a large number of anchors are required even if my "actual design pressure" limited by my PRV was much lower.
Can you input your design pressure as limited by a PRV or leave it as atmospheric if open vented or do you have to input the very high value of the maximum design pressure in Appendix F?
