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 AISC BEAM EXAMPLES 1 TO 3
>&m_act str_basic lcase
>inmodel
    Time To perform Inmodel                         : CP=     0.08
>&apply -force -percen #live 100
>&env basic
>&status force
             +++ F O R C E S   A C T I N G   O N   M O D E L +++
             ===================================================
 
   Process is DEFAULT: Units Are Degrees,  Feet, and  Kips Unless Specified
                     Results Are Reported In Body System
 
  Type of Force        X         Y         Z        MX        MY        MZ
------------------ --------- --------- --------- --------- --------- ---------
Buoyancy                0.00      0.00      0.23         0        -4         0
Applied                 0.00      0.00    -52.72         0      1162         0
Added Inertia           0.00      0.00     52.49         0     -1155         0
                     =======   =======   =======   =======   =======   =======
Total                   0.00      0.00     -0.00         0         0         0
>RESIZE UPDOWN 3 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    -52.49         0      1156         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 1 - 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    -52.47         0      1156         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=     0.00
    Time to Define Stiffness Blocks                 : CP=     0.00
    Time to Form Element Matricies                  : CP=     0.00
    Time to Form Global Stiffness Matrix            : CP=     0.01
    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 2 - resized 0 classes                    : CP=     0.01
                               +++ M A I N +++
                               ===============
 
 
                  end of resize loop 0 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             0.18
                           ========================
                           Total Units         0.18
                           ========================