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I)~PUT DATA <br /> <br />TYPE OF STRUCTURE <br /> <br />2 ~ DIMERSIONAL ERAHE <br /> <br />( ALL UNITS ARE ZN INCHES & LBS UNLESS SPECZFIED OTNER~ISE. ) <br /> <br />*** GEOMETRY OF STRUCTURE AND SOUNDANY CONDITIONS <br /> <br /> LEGEND <br />NODE * ..... COORb I NATES ..... * * ....... J~ESTRAINTS ....... * STATUS <br /> X Y Z DX DY OZ tjx 9Y SZ X ; RESTRAINED <br />.............................................. ; FREE <br /> <br /> 1 .00 .00 <br /> 2 .00 48.OD <br /> $ .00 156.00 <br />4 ,00 160.00 <br />5 7.50 <br />6 81.87 176.47 <br />7 144.00 192.00 <br />8 206.12 176.47 <br />9 280.50 157.87 <br />10 288.00 168,00 <br />11 288.00 156.00 <br />12 288.00 48.00 <br />15 ~R.O0 .O0 <br />14 7.50 156.00 <br />15 144_00 156.00 <br />16 280.50 156.00 <br /> <br />X X <br /> <br />X <br /> <br />SUPPORT <br />SUPPORT <br />FREENODE <br />FREENODE <br />FREENODE <br />FREENODE <br />FREENODE <br />FREENODE <br />FREENODE <br />FREENODE <br />FREENODE <br />SUPPORT <br />SUPPORT <br />FREENOOE <br />FREENODE <br /> <br />*** SECTION PROPERTIES <br /> <br />ELEMENT ELASTIC POISSON'S AREA TORSIONAL MOMENT OF INERTIA <br /> MODULUS RATIO CONSTANT IY IZ <br /> <br /> I - 2 1100000. 56.00 108.00 <br /> 2 - 3 1100000. 56.00 108.00 <br /> 5 - 4 1100000. 56.00 108.00 <br /> 13 - 12 1100000. 36.00 108.00 <br /> 12 - 11 1100000. 36,00 108.00 <br /> 11 - 10 1100000. 56.00 I08.00 <br /> ( ~)- 5 1500000. 16.S0 41.59 <br /> 5 - 6 1500000+ 16.50 41.59 <br /> 6 -( 7) 1500000, 16.50 41.59 <br /> ? * 8 1500000, 16.50 41.59 <br /> 8 - 9 1500000. 16.50 41.59 <br /> 9 -(11) 1500000. 16.50 41.59 <br />( 3)- 14 1500000. 16.50 41.59 <br />14 - 15 1500000. 16.50 41.59 <br />15 - 16 1500000. 16.50 41-59 <br />16 -(11) 1500000. 16.50 41.59 <br />(6)-(15) 1200000. ?.50 3.91 <br />(7)-(15) 1~00000. 7.50 3.91 <br />(8)-(15) 1200000. 7.50 3.91 <br /> <br /> ANGLE <br /> <br />O(DEC,) <br /> <br />.00 <br />.00 <br />.00 <br />.00 <br /> <br />.00 <br /> <br />.00 <br /> <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br />.00 <br /> <br />.00 <br /> <br />.00 <br />.00 <br />.00 <br /> <br />.00 <br /> <br />( ) ; PIN-ENDED NODE <br /> <br /> <br />