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Question about API 4F-Table 8.6

Question about API 4F-Table 8.6

(OP)
Hello all,

I have a question about calculating the wind forces on three or four sided walls.
When calculating the wind force on the walls, do we calculate the wind forces saperatly for each wall or calculate lets say wall 1 and apply the coeefficients of wall two and three to the force we found for wall one? I am little confused here so I hope you guys can help me out.

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