RAM Structural System Help

Second-Order Analysis

The criteria selections by the engineer regarding 2nd order analysis are reported in this section. This includes the options to perform a P-Delta analysis based on the Geometric Stiffness method and to apply the B1 and B2 factors.

SettingDescription
B1 Factors The worst B1 ratio for any member for any combination is calculated and reported, and the necessity of including P-d in the analysis or not is indicated according to C2.1(2)(b) of AISC 360-16 or AISC 360-10 or Eq. (A-7-1) of AISC 360-05 (i.e., αPr < 0.15PeL). The member number and load combination corresponding to the worst ratio is printed. Note that the program searches all load combinations for member’s major and minor axis (except members with pinned ends), and then it reports the worst ratio among all members. The report also shows the number of elements where αPr exceeds 0.15PeL.
B2 Factors In this section, information regarding B2 and its parameters (i.e., RMx and RMy) is printed. If B2 factors are applied, the maximum values of B2x and B2y on any diaphragm on any level for any combination is determined and reported. This can be used to determine if the notional loads need be applied to all combinations or to only the gravity combinations. If both B2 and the current P-delta option are chosen, the engineer is notified that both options are not needed in order to include 2nd order effects.