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iNPUT DATA <br /> <br />*** TY~E OF STRUCTURE <br /> <br /> 2 - DIMENSIONAL FRAME <br /> <br />( ALL UNITS ARE IN INCNES & LBS UNLESS SPECIFIED OTHERVISE. ) <br /> <br />*** GEOHETRY OF STRUGTURE AND 80UNDARY CONDITIONS <br /> <br /> LEGEND <br />NODE * ..... COORDINATES ..... * * ....... RESTRAINTS ....... * STATUS <br /> X y Z DX DY DZ OX DY 07 X ,* RESTRAINED <br /> <br />.............................................. ; FREE <br /> <br />1 .00 .00 <br />2 .00 48.00 <br />3 .00 156.00 <br />4 ,00 16~.00 <br />5 7.50 157.87 <br />6 81.87 176.47 <br />7 144.00 192.00 <br />8 ~06.12 176.47 <br />9 280.50 157.87 <br />10 208.00 16~.00 <br />11 288.00 156.00 <br />12 288.00 48.00 <br />13 ~EE+O0 .00 <br />14 7.50 156.00 <br />15 144.00 156.00 <br />16 280.50 156.00 <br /> <br />x X <br />X <br /> <br />X <br /> <br />X X <br /> <br />SUPPORT <br />SUPPORT <br />FREENOOE <br />FREENODE <br />FREENODE <br />FREENODE <br />FREENODE <br />FREENODE <br />FREENOOE <br />FREENODE <br />FREENOOE <br />SUPPORT <br />SUPPORT <br />FREENODE <br />FREENODE <br />EREENODE <br /> <br />SECTION PROPERTIES <br /> <br />ELEMENT ELASTIC POISSON'$ AREA TORSIONAL NOHEST OF INERTIA <br /> MODULUS RATIO CONSTANT iY IZ <br /> <br /> 1 <br /> <br />13 12 <br />12 11 <br />11 10 <br />(3)- 5 <br />5- 6 <br /> 6 -(7) <br /> 7- 8 <br /> 8- 9 <br /> 9 -{11) <br />( $)- 14 <br />14 - 15 <br />15 - 16 <br />16 -(11) <br />(6)-(15) <br />(7)-(15) <br />(8)-(15) <br /> <br />1100000. 36.00 108.00 <br />1100000_ 36,00 108.00 <br />1100000. 36.00 108.00 <br />1100000. 36.00 108.00 <br />1100000. 36.00 108.00 <br />1100000. 36.00 108.00 <br />1500000. 16~50 41.5g <br />1500000, 16.$0 41.59 <br />1500000. 16.50 41.59 <br />1500000. 16.50 41.59 <br />1500000. 16,50 41-59 <br />1500000. 16.50 41.59 <br />1500000. 16.50 41.59 <br />1500000. 16.50 41.59 <br />1500000. 16.50 41.59 <br />1500000. 16.50 41.59 <br />1200000_ 7.50 3-91 <br />1200000. 7,50 3,91 <br />1200000_ 7.50 3.91 <br /> <br /> ANGLE <br />0(DES.) <br /> <br />.00 <br />.00 <br /> <br />.00 <br /> <br />.00 <br /> <br />.00 <br /> <br />,00 <br />.00 <br />.00 <br /> <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br /> <br />.00 <br />.00 <br />-00 <br />.00 <br /> <br />,00 <br /> <br />,00 <br /> <br />( ) ; PIN-ENDED NODE <br /> <br /> <br />