I want loads 34 and 35 with different reference load and factors as highlighted?
DEFINE IBC 2006**SS 0.44 S1 0.16 I 1.25 RX 1.5 RZ 1.5 SCLASS 4 TL 2 Ct 0.0488 PX 0.687 PZ 0.687
REFERENCE LOAD YR1 1.0 R14 1.0* *============================================================================ *MEMBER WEIGHT *============================================================================ *LOAD 1 DEAD LOADS OF STRUCTURE DS *LOAD 101 CONVERSION LOAD FOR SEISMIC WEIGHT ***--------------------------------------------------------------------------****+++++++++++++++++++++++++ EARTHQUAKE LOAD SUMMER +++++++++++++++++++++++++**LOAD 31 (ExS) *EARTHQUAKE LOAD +X SUMMERIBC LOAD X 1.0***--------------------------------------------------------------------------**PERFORM ANALYSIS PRINT STATICS CHECKCHANGE**--------------------------------------------------------------------------**LOAD 32 (EzS) *EARTHQUAKE LOAD +Z SUMMERIBC LOAD Z 1.0***--------------------------------------------------------------------------**PERFORM ANALYSIS PRINT STATICS CHECKCHANGE* DEFINE IBC 2006**SS 0.44 S1 0.16 I 1.25 RX 1.5 RZ 1.5 SCLASS 4 TL 2 Ct 0.0488 PX 0.687 PZ 0.687
REFERENCE LOAD YR10 2.0 R15 1.5***--------------------------------------------------------------------------****+++++++++++++++++++++++++ EARTHQUAKE LOAD WINTER +++++++++++++++++++++++++**LOAD 34 (ExW) *EARTHQUAKE LOAD +X WINTERIBC LOAD X 1.0***--------------------------------------------------------------------------**PERFORM ANALYSIS PRINT STATICS CHECKCHANGE**--------------------------------------------------------------------------**LOAD 35 (EzW) *EARTHQUAKE LOAD +Z WINTERIBC LOAD X 1.0***--------------------------------------------------------------------------**PERFORM ANALYSIS PRINT STATICS CHECKCHANGE*
Stephen : You cannot have more than one definition in the same model. One option would be to have two models each with it's own set of weight definitions using appropriate reference loads.