WELCOME TO MOSES Rev devlop ============================ This Program is licensed for the exclusive use of Ultramarine inc. Copying of this program or use by anyone other than an employee of the above firm without written consent of Ultramarine is strictly prohibited. +++ M A I N +++ =============== >&set detail = -detail >&device -limerr 0 -oecho no >&device -g_default device -oecho no >inmodel Time To perform Inmodel : CP= 0.07 >&apply -load @ 100 -force @ 100 >struct +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >lc_doit load #load Generating Loads on TEST at Time 0.000 ====================================== Total Global Force -200.00 0.00 100.00 0 -499 0 Time To Generate Load Cases : CP= 0.00 >ssolve Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.01 Time to Complete Nodal Loads : CP= 0.00 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.01 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.00 Time to Factor Stiffness Matrix : CP= 0.00 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.00 Time to Store Deflections : CP= 0.00 Time to Store Element Internal Loads : CP= 0.00 >end +++ M A I N +++ =============== >strpost *** WARNING: More than two intersections within =============================================== an element, Using the first two =============================== *** WARNING: More than two intersections within =============================================== an element, Using the first two =============================== *** WARNING: Only one intersection/point inside =============================================== Intersection ignored ==================== *** WARNING: Only one intersection/point inside =============================================== Intersection ignored ==================== *** WARNING: More than two intersections within =============================================== an element, Using the first two =============================== *** WARNING: More than two intersections within =============================================== an element, Using the first two =============================== *** WARNING: More than two intersections within =============================================== an element, Using the first two =============================== *** WARNING: Only one intersection/point inside =============================================== Intersection ignored ==================== *** WARNING: More than two intersections within =============================================== an element, Using the first two =============================== *** WARNING: Only one intersection/point inside =============================================== Intersection ignored ==================== *** WARNING: Only one intersection/point inside =============================================== Intersection ignored ==================== *** WARNING: More than two intersections within =============================================== an element, Using the first two =============================== +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== >joint disp -node *@ >rest load >plate -detail -node @ >end +++ M A I N +++ =============== MOSES Finished with 12 Warnings ================================= CP Time 0.13 ======================== Total Units 0.13 ========================