Engr ZANIA
Civil/Environmental
- Feb 19, 2018
- 34
hello!
I have to design a storage vertical tank of Dia 42m and height 16m having wind velocity of 50 m/sec. For vacuum pressure of -0.6 Kpa (6mm of Hg) appendix V of API650 required two stiffeners with a very large impractical cross-sectional area,Is there any other way to reduce the area avoid it??
I have to design a storage vertical tank of Dia 42m and height 16m having wind velocity of 50 m/sec. For vacuum pressure of -0.6 Kpa (6mm of Hg) appendix V of API650 required two stiffeners with a very large impractical cross-sectional area,Is there any other way to reduce the area avoid it??