Since Response Spectrum Analysis is a linear analysis, it is unable to account for the tension only Braces in a braced bay.
What is the best way the model tension only braces while performing RSA?
I am trying to model my braces with a 0.5 stiffness modifier, so that the brace bay would act as...
Hi,
I'm hoping to get SAP to check the Capacity/Demand ratio (get SAP to highlight the failing elements and connections in my structure). I understand that the design function is able to check for and highlight the failing member.
I'm just hoping to find out if there is a way of checking for...
Hi,
What would be the best way of defining a frame section for wood?
I've attempted to use "other sections>General" but it requires that I enter a list of cross sectional properties (r,Ixx,Iyy etc.) I am wondering if there is a more effective way.
I attempted using concrete section but choosing...
