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STRUCTURAL ANALYSIS <br /> <br />NODAL DISPLACEMENT (IN GLOBAL COORDINATES) <br /> <br />NODE <br /> <br />* .......... TRANSLATION .......... <br /> DX DY OZ <br /> <br />* ....... ROTATION (RADIAN) ....... * <br /> gX ~Y 8Z <br /> <br />1 .O00E*O0 .O00E*O0 6.179E-04 <br />2 +O00E+O0 -1.~78E-03 -1.236E-03 <br />~ 6.982E-05 -4.805E-03 2.397~'03 <br />4 -2.158E-02 -4,805E-03 2.374~-03 <br />5 1.21§E-02 '3.026E'02 -3.344E-03 <br />6 3.213E-OR -1.558E-01 -4.129E-04 <br />? 2.467'E-02 -1.526E-01 -8.964E-OA <br />$ 1.?21E-OR -1.558E-01 ¢.12EE-04 <br />9 $.719E-02 -$.026E-0~ $.$4AE-03 <br />10 ~ODOE+O0 -4.805E-03 3.675E-03 <br />11 4.235E-02 -4.805E-05 $.242E-0~ <br />12 .000E+O0 ~1.478E-05 -I.29~E-03 <br />13 .O00E+O0 .O00E+O0 6_465E-D4 <br />14 ?.~O~E-O$ -$.025E-02 -~.~IOE-O~ <br />15 2.467E-02 -1.555E~01 -I.0~0E-07 <br />16 4.145E~02 -$.0~E-O~ $.$11E-05 <br /> <br />*** EUPPORT REACTIOB (IN GLOBAL COORDINATES) <br /> <br />1 191.15 1Z19.67 .00 <br />2 -765.17 .00 .00 <br />10 -737.54 .00 .00 <br />12 -676.45 .00 .00 <br />15 200,01 1219.69 .00 <br /> <br />*** NODAL FORCE (IN LOCAL COORDINATES) <br /> <br />ELEMENT NODE * .... SHEAR AND AXIAL FORCE ---* *- BENDING & TORSIONAL MOMENT -* <br /> PX PY PZ MX MY MZ <br /> <br />1219.67 -191.15 _00 <br />-1219.67 191.15 -~175,22 <br /> <br />2 - 3 2 1219.67 374,02 9175.22 <br /> <br />2 - 3 $ -1219.67 416.34 -660.24 <br /> <br />3 - 4 3 .00 110.04 660.23 <br />3 - 4 4 .00 .00 .00 <br /> <br />13 - 12 13 121~.6~ -200.01 .00 <br /> <br /> <br />