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Parex/Portal Frame/for CRB/by SJ/3 L 3 O F <br /> SYSTEM <br /> L=1 <br /> RESTRAINTS <br /> 2 3 1 R=0 .0 . 1 . 1 .1 .0 <br /> � 1 4 3 R=1 , 1 . 1 . 1 ,1 .0 <br /> JOINTS <br /> 1 X=0 Y=0 <br /> 2 X=0 Y=11 .75*12 <br /> 3 X=21*12 Y=11 .75*12 <br /> 4 X=21*12 Y=0 <br /> LOADS <br /> 2 L=1 F=2 .4 ,-1 .9 ,0 <br /> .� 3 F=2 .4 ,-1 .9 ,0 <br /> FRAME <br /> NM=2 <br /> 1 A=14 .4 I=272 E=29000 <br /> 2 A=17 .38 I=105 E=29000 <br /> 1 1 2 M=1 LP=1 ,0 <br /> �- 2 2 3 M=2 <br /> 3 3 4 M=1 <br /> 6, CSI/SAP90 - STATIC AND DYNAMIC FINITE ELEMENT ANALYSIS OF STRUCTURES PAGE 1 <br /> PROGRAM:SAP90/FILE :PAREX-AC .SAP <br /> Parex/Portal Frame/for CRB/by SJ/3 <br /> S Y S T E M D A T A <br /> EXECUTION CODE - - - - - - - - - - - - 0 <br /> NUMBER OF LOAD CONDITIONS - - - - - - 1 <br /> STEADY STATE LOAD FREQUENCY - - - - - 0000E+00 <br /> NUMBER OF EIGENVALUES - - - - - - - - 0 <br /> r <br /> EIGEN CONVERGENCE TOLERANCE - - - - - . 1000E-03 <br /> r EIGEN CUTOFF TIME PERIOD - - - - - - - .0000E+00 <br /> CSI/SAP90 - STATIC AND DYNAMIC FINITE ELEMENT ANALYSIS OF STRUCTURES PAGE 2 <br /> PROGRAM :SAP90/FILE : PAREX-AC .SAP <br /> Parex/Portal Frame/for CRB/by SJ/3 <br /> r <br /> G E N E R A T E D J O I N T C O O R D I N A T E S <br /> ., JOINT X Y Z <br /> 1 .000 .000 .000 <br /> 2 .000 141 .000 .000 <br /> L 3 252 .000 141 .000 .000 <br /> 4 252 .000 .000 .000 <br /> CSI/SAP90 - STATIC AND DYNAMIC FINITE ELEMENT ANALYSIS OF STRUCTURES PAGE 3 <br /> PROGRAM :SAP90/FILE :PAREX-AC .SAP <br /> Narex/Portal Frame/tor CRB/by SJ/3 <br />