Com o módulo adicional RF-TIMBER CSA, os pilares de madeira podem ser dimensionados de acordo com a norma canadiana CSA O86-19. O cálculo com precisão da capacidade de compressão e dos fatores de ajuste de barras de madeira é importante para considerações de segurança e dimensionamentos. The following article will verify the factored compressive resistance in the RFEM add-on module RF-TIMBER CSA, using step-by-step analytical equations as per the CSA O86-19 standard including the column modification factors, factored compressive resistance, and final design ratio.
Com o módulo adicional RF-TIMBER CSA, as vigas de madeira podem ser dimensionadas de acordo com a norma canadiana 2014 CSA O86, método ASD. Calcular com precisão a capacidade de flexão da barra de madeira e os fatores de ajuste é importante por razões de segurança e dimensionamento. The following article will verify the factored bending moment resistance in the RFEM add-on module RF-TIMBER CSA using step-by-step analytical equations as per the CSA O86-14 standard including the bending modification factors, factored bending moment resistance, and final design ratio.
Requirements for the design of structural stability are given in the AISC 360 – 14th Ed. Chapter C. In particular, the direct analysis method provisions, previously located in Appendix 7 of the AISC 360 – 13th Ed., are described in detail. This method is considered an alternative to the effective length method, which in turn eliminates the need for effective length (K) factors other than 1.0.