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  1. carlosbenavides

    Wind Load in Conical Structure (Stockpile)

    Hi, does anyone know any reference that give you wind pressure coefficients for conical structures with approximately 40º slope? The structure is a stockpile, and I reviewed many codes of Wind Load, without success. Thanks in advance.
  2. carlosbenavides

    Effective weigth for Vertical Seismic Forces - Appendix E - API 650

    Dear coelleagues, I'm writing to find an answer about the meaning of a note in E.6.2.1.2 : "If the ratio of operating pressure to design pressure exceeds 0.4, the purchaser should consider specifying a higher factor on design". I always thought that note refers to the factor 0.4 that multiplies...

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