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NX Nastran DMAP Programmer's Guide - Kxcad.net

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Chapter 3<br />

Name<br />

Chapter 2<br />

Name<br />

Description<br />

XGGi Square matrices in g-set. Output by EMA and SEMA.<br />

XH Rectangular matrix of displacements or loads in the h-set<br />

(modal). Output by UREDUC.<br />

XINIT Matrix of initial values of the design variables. Output by<br />

DOPR1.<br />

XJJ Square matrix for the g-set of the current superelement<br />

and applied to its interior points only.<br />

XNNi Square matrices in n-set. Output by MCE2.<br />

XO Matrix of final (optimized) values of the design variables.<br />

XORTH Cross-orthogonality matrix. Output by CEAD and<br />

UEIGL.<br />

XOUT Resultant to table output. Output by VECPLOT.<br />

XP Rectangular matrix of displacements or loads in the p-set<br />

XPP Square matrix in p-set.<br />

XS Optional starting vector, same type as B and PG in<br />

SOLVIT and STATICS, respectively. Rectangular matrix<br />

of displacements or loads in the s-set. Output by<br />

UREDUC.<br />

XSF S-set by f-set matrix partition of XGG or XPP after<br />

multipoint constraint elimination and reduction. Output<br />

by MATREDU.<br />

XSS S-set by s-set matrix partition of XGG or XPP after<br />

multipoint constraint elimination and reduction. Output<br />

by MATREDU.<br />

XYCDB Table of x-y plotting commands. Output by IFP1.<br />

XYCDBDR Table of x-y plotting commands for a superelement<br />

(identification number equal to output value of SEID).<br />

Output by SEDR.<br />

XYCDBS Table of x-y plotting commands for the current<br />

superelement (identification number equal to output<br />

value of SEID). Output by SEP2CT.<br />

673

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