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 +++ =============== >&device -oecho no >&dimen -DIMEN FEET KIPS >&title SALMON & JOHNSON EXAMPLE 15.4.1 PAGE 898 >&m_act str_basic lcase >inmodel Time To perform Inmodel : CP= 0.09 >&describe process basic >&env basic >&apply -force -percen @ 0 #live1 100 >&status force +++ F O R C E S A C T I N G O N M O D E L +++ =================================================== Process is BASIC: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -9.42 0 353 0 Applied 0.00 0.00 -75.00 0 2813 0 Inertia 0.00 0.00 84.42 0 -3165 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 -0.00 0 0 0 >&describe process wind >&env wind >&apply -force -percen @ 0 #live2 100 >&status force +++ F O R C E S A C T I N G O N M O D E L +++ =================================================== Process is WIND: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.00 0.00 -9.42 0 353 0 Applied 8.25 0.00 -61.88 0 2423 0 Inertia -8.25 0.00 71.30 0 -2776 0 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 -0.00 0 0 0 >&names shapes -hard >RESIZE UPDOWN 5 str_basic +++ S T R U C T U R A L S O L U T I O N +++ ============================================= Generating Loads on MODEL at Time 0.000 ======================================= Total Global Force 0.00 0.00 -84.42 0 3166 0 Time To Generate Load Cases : CP= 0.02 Generating Loads on MODEL at Time 0.000 ======================================= Total Global Force 8.25 0.00 -71.30 0 2777 0 Time To Generate Load Cases : CP= 0.00 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.00 Time to Complete Nodal Loads : CP= 0.01 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.00 Time to Form Global Stiffness Matrix : CP= 0.01 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 +++ M A I N +++ =============== +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== resize 1 - resized 2 classes : CP= 0.01 +++ M A I N +++ =============== +++ S T R U C T U R A L S O L U T I O N +++ ============================================= Generating Loads on MODEL at Time 0.000 ======================================= Total Global Force 0.00 0.00 -90.07 0 3378 0 Time To Generate Load Cases : CP= 0.01 Generating Loads on MODEL at Time 0.000 ======================================= Total Global Force 8.25 0.00 -76.94 0 2988 0 Time To Generate Load Cases : CP= 0.01 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.02 Time to Complete Nodal Loads : CP= 0.00 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.00 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 +++ M A I N +++ =============== +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== resize 2 - resized 1 classes : CP= 0.00 +++ M A I N +++ =============== +++ S T R U C T U R A L S O L U T I O N +++ ============================================= Generating Loads on MODEL at Time 0.000 ======================================= Total Global Force 0.00 0.00 -91.87 0 3445 0 Time To Generate Load Cases : CP= 0.02 Generating Loads on MODEL at Time 0.000 ======================================= Total Global Force 8.25 0.00 -78.75 0 3056 0 Time To Generate Load Cases : CP= 0.00 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= 0.00 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.01 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 +++ M A I N +++ =============== +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== resize 3 - resized 2 classes : CP= 0.00 +++ M A I N +++ =============== +++ S T R U C T U R A L S O L U T I O N +++ ============================================= Generating Loads on MODEL at Time 0.000 ======================================= Total Global Force 0.00 0.00 -91.64 0 3437 0 Time To Generate Load Cases : CP= 0.01 Generating Loads on MODEL at Time 0.000 ======================================= Total Global Force 8.25 0.00 -78.52 0 3047 0 Time To Generate Load Cases : CP= 0.01 Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.00 Time to Complete Nodal Loads : CP= 0.01 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.00 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 +++ M A I N +++ =============== +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== resize 4 - resized 1 classes : CP= 0.01 +++ M A I N +++ =============== +++ S T R U C T U R A L S O L U T I O N +++ ============================================= Generating Loads on MODEL at Time 0.000 ======================================= Total Global Force 0.00 0.00 -92.50 0 3469 0 Time To Generate Load Cases : CP= 0.00 Generating Loads on MODEL at Time 0.000 ======================================= Total Global Force 8.25 0.00 -79.37 0 3080 0 Time To Generate Load Cases : CP= 0.02 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= 0.01 Time to Form Element Matricies : CP= 0.00 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 +++ M A I N +++ =============== +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== resize 5 - resized 1 classes : CP= 0.01 +++ M A I N +++ =============== end of resize loop 1 classes overstressed ========================================= +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 0.46 ======================== Total Units 0.46 ========================