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INPUT DATA <br /> <br />*** TYPE OF STRUCTURE <br /> <br /> 2 - DIMENSIONAL FRAME <br /> <br />*** GEONETRY OF STRUCTURE AND S(XJNDARY CONDITIONS <br /> <br />RODE <br /> <br />* ..... COORDINATES ..... * * ....... RESTRAINTS ....... * <br /> <br /> X Y Z DX DY DZ eX 6Y OZ <br /> <br />1 .00 .00 X <br />2 .00 48.00 X <br />3 .00 156.00 <br />4 .00 168.00 <br />5 7.50 157.87 <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 X <br />11 288.00 156.00 <br />12 2~.00 48.00 X <br />15 288.00 .gO X <br />14 7.50 156.00 <br />15 144.00 156.00 <br />16 Z8O-50 156.00 <br /> <br />X <br /> <br />STATUS <br /> <br /> SUPPORT <br /> <br /> SUPPORT <br /> <br />FREENCOE <br /> <br />FREENODE <br /> <br />FREENODE <br /> <br />FREENODE <br />FREENODE <br />FREENODE <br />FGEENODE <br /> SUPPORT <br /> <br />FREENODE <br /> <br /> SUPPORT <br /> <br /> SUPPORT <br /> <br />FREENODE <br /> <br />FREENODE <br /> <br />FREENODE <br /> <br />x ; RESTRAINED <br />- ; FREE <br /> <br />www SECTION PROPERTIES <br /> <br />ELEMENT ELASTIC POISSON~S AREA <br /> MODULUS RATIO <br /> <br /> 1 2 <br /> 2 <br /> 3 4 <br />13 12 <br />12 11 <br />11 10 <br />( 3)- 5 <br /> 5 - 6 <br /> 6 -(7) <br /> <br /> 8 - <br /> 9 -(11) <br />( 3]- 14 <br /> 14 - 15 <br /> 15 - 16 <br /> 16 -(11) <br />(6)-(15) <br />(7)-(15) <br />(8)-(15) <br /> <br />1100000. 36.00 <br />1100000, 36.00 <br />1100000. 36.00 <br />1100000. 36.00 <br />1100000. 36.00 <br />1100000. 36.00 <br />1500000. 16.50 <br />1500000. 16~50 <br />1500000. 16.50 <br />1500000. 16.50 <br />1500000. 16.50 <br />1500000. 16.S0 <br />1500000. 16.50 <br />1500000. 16.50 <br />1500000. 16.50 <br />1500000. 16.50 <br />1200000. 7.50 <br />1200000. 7.50 <br />1200000. 7.50 <br /> <br />TORSIONAL MOMENT OF INERTIA ANGLE <br /> <br /> CONSTANT IY IZ O(DEG_) <br /> <br />108.00 <br />108.00 <br /> <br />108.00 <br />108.00 <br />108.00 <br />108.00 <br /> 41.59 <br /> 41.59 <br /> 41_59 <br /> <br /> 41.59 <br /> <br /> 41.59 <br /> <br /> 41.59 <br /> <br /> 41.59 <br /> 41.$9 <br /> 41.59 <br /> 41.59 <br /> S.91 <br /> 3.91 <br /> 3.91 <br /> <br />.00 <br /> <br />.00 <br /> <br />.00 <br /> <br />.00 <br /> <br />.00 <br /> <br />.00 <br />.00 <br />_00 <br /> <br />.00 <br /> <br />.00 <br />.00 <br />.00 <br /> <br />.00 <br />.00 <br />.00 <br /> <br />.00 <br /> <br />.00 <br /> <br />.00 <br />.00 <br /> <br />( ) ; PIN-ENDED NODE <br /> <br /> <br />