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 +++ =============== >&dimen -dimen feet kips >inmodel Time To perform Inmodel : CP= 0.09 >medit +++ M O D E L E D I T I N G +++ ================================= >~fix fix >conn fix ~fix *qb00 >end +++ M A I N +++ =============== >&apply -categ @ #dead 0 -categ @ #buoy 0 -force #forc1 100 -force #forc2 100 >&summary +++ & S U M M A R Y +++ ======================= >point >end +++ M A I N +++ =============== >&env still >struc +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >lcase -static still still Generating Loads on TEST at Time 0.000 ====================================== Total Global Force -30.00 30.00 -130.00 -449 0 450 Time To Generate Load Cases : CP= 0.01 >ssolve Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.00 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 +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== >cases -combine lr still 1.33 >joint code -detail -code api 21 >joint code -detail -code api >joint code -detail -code iso >joint code -detail -code nor >end +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 0.18 ======================== Total Units 0.18 ========================