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Code Check Summai•Nf-pzyj-54(0 <br />�7 <br />�,.....�--�.RAM Frame 17.03.00.285 <br />'! DataBase: mezz250LL 02/09/23 19:23:24 <br />nI$entley- Building Code: IBC Steel Code: AISC360-16 LRFD <br />CRITERIA: <br />Rigid End Zones: Ignore Effects <br />Member Force Output: At Face of Joint <br />P-Delta: Yes Scale Factor: 1.00 <br />Ground Level: Base <br />Mesh Criteria: <br />Max. Distance Between Nodes on Mesh Line (ft) : 4.00 <br />Merge Node Tolerance (in) : 0.0100 <br />Geometry Tolerance (in) : 0.0050 <br />Walls Out -of -plane Stiffness Not Included in Analysis. <br />Sign considered for Dynamic Load Case Results. <br />Rigid Links Included at Fixed Beam -to -Wall Locations <br />Eigenvalue Analysis : Eigen Vectors (Subspace Iteration) <br />LOAD COMBINATION CRITERIA: <br />Live Load factor fl (0.5 or 1.0) 0.500 <br />Sds (for Ev) 0.200 <br />RhoX 1.300 <br />RhoY 1.300 <br />LOAD CASE DEFINITIONS: <br />D <br />DeadLoad <br />Lp <br />PosLiveLoad <br />E1 <br />SEISMIC <br />E2 <br />SEISMIC <br />E3 <br />SEISMIC <br />E4 <br />SEISMIC <br />E5 <br />SEISMIC <br />E6 <br />SEISMIC <br />E7 <br />SEISMIC <br />E8 <br />SEISMIC <br />E9 <br />SEISMIC <br />E10 <br />SEISMIC <br />Ell <br />SEISMIC <br />E12 <br />SEISMIC <br />E13 <br />SEISMIC <br />E14 <br />SEISMIC <br />E15 <br />SEISMIC <br />E16 <br />SEISMIC <br />E17 <br />SEISMIC <br />E18 <br />SEISMIC <br />E19 <br />SEISMIC <br />E20 <br />SEISMIC <br />E21 <br />SEISMIC <br />E22 <br />SEISMIC <br />E23 <br />SEISMIC <br />E24 <br />SEISMIC <br />RAMUSER <br />RAMUSER <br />EQ_ASCE716_X_+E_F <br />EQ_ASCE716_X_-E_F <br />EQ_ASCE716_Y_+E_F <br />EQ_ASCE716_Y_-E_F <br />EQ_ASCE716_X_+E_0.3 <br />Y_+E_F <br />EQ_ASCE716_X_+E_-0.3Y <br />+E_F <br />EQ_A <br />S CE 716_-X_+E_0.3 <br />Y_+E_F <br />EQ_ASCE716_-X_+E_-0.3 <br />Y_+E_F <br />EQ_AS <br />CE716_0.3 <br />X_+E_Y_+E_F <br />E Q_A <br />S C E 716_ <br />0.3 X_+E_- Y_+E_F <br />EQ_ASCE716_-0.3X_+E_Y_+E_F <br />EQ_ASCE716= <br />0.3X_+E_-Y_+E_F <br />E Q_A <br />S C E 716_X_+E_ <br />0.3Y _-E_F <br />EQ_ASCE716_X_+E_-0.3 <br />Y_-E_F <br />EQ_ASCE716_-X_+E_0.3 <br />Y_-E_F <br />EQ_ASCE716_-X_+E_-0.3 <br />Y_-E_F <br />E Q_A <br />S C E 716_0.3 <br />X_+E_Y_- E_F <br />EQ_AS <br />CE716_0.3 <br />X_+E_-Y_-E_F <br />E Q_A <br />S C E 716_-0.3 <br />X_+E_Y_-E_F <br />EQ_ASCE716_-0.3X_+E_-Y_-E_F <br />EQ_ASCE716_X_-E_0.3 <br />Y_+E_F <br />EQ_ASCE716_X_-E_-0.3 <br />Y_+E_F <br />EQ_ASCE716_-X_-E_0.3 <br />Y_+E_F <br />E Q_A <br />S C E 716_-X_-E_- <br />0.3 Y_+E_F <br />GIB <br />