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CSI/SAP90 - STATIC_ AND DYNAMIC FINITE ELEMENT ANALYSIS OF STRUCTURES PAGE 2 <br /> PROGRAM:SAP90/FILE:PARER-AC .SOL <br /> rParex/Portal Frame/for CRB/bY SJ/3 <br /> R E A C T I O N S A N D A P P L I E D F O R C E S <br /> `LOAD CONDITION 1 - FORCES "F" AND MOMENTS "M <br /> JOINT F( X ) F( Y ) M( Z ) <br /> r 1 -2 .4000 - .7857 .0000 <br /> 2 2 .4000 -1 .9000 .0000 <br /> 3 2 .4000 -1 .9000 .0000 <br /> 4 -2 .4000 4 .5857 .0000 <br /> TOTAL 0000E+00 .0000E+00 - .5910E-12 <br /> tiSI/SAP90 - STATIC AND DYNAMIC FINITE ELEMENT ANALYSIS OF STRUCTURES PAGE 1 <br /> PROGRAM :SAP90/FILE :PARER-AC .F3F <br /> Parex/Portal Frame/for CRB/bY SJ/3 <br /> r. <br /> F R A M E E L E M E N T F 0 R C E S <br /> ELT LOAD AXIAL DIST 1-2 PLANE 1-3 PLANE AXIAL <br /> ` ID COND FORCE ENDI SHEAR MOMENT SHEAR MOMENT TORO <br /> 1 ------------------------------------------- <br /> 1 .79 <br /> �. .0 2 .40 .00 <br /> 141 .0 2 .40 338 .40 <br /> 2 ------------------------------------------- <br /> r, 1 .00 <br /> .0 -2 .69 338 .40 <br /> 252 .0 -2 .69 -338 .40 <br /> 3 ------------------------------------------- <br /> 1 <br /> ----------------------------------------- <br /> 1 -4 .59 <br /> .0 2 .40 -338 .40 <br /> 141 .0 2 .40 .00 <br /> r <br /> r <br /> r <br /> r <br /> r <br />