PRIMJER     (zid)

     

 

FILE  à   OPEN   à           venecuela-pierspan.edb

 

VIEW  à  SET DISPLAY OPTIONS  LINK  à  prikaz karakteristika modela

                                                                                              prikaz definiranih ploča   à   AREA SECTIONS

                                                                                              prikaz definiranih zidova à   PIER LABELS

                                                                                              prikaz definiranih parapetaà   SPANDREL LABELS

                                                                                              prikaz definiranih dimenzija à EXTRUSION

 

 

 

EDIT  à  MESH      à   meshiranje plošnog elem.   Quad / Triangles  / Selected Point on Edges           

                               izaberemo element i referentnu točku à   program meshira elem. pomuću zadanih param.

 

 

ASSIGN  à  AREA  à  PIER (SPANDREL) LABEL à   definiramo način proračuna za odabrani plošni element

izaberemo plošni element  à    pomoću zadanog imena program u postprocesoru adekvatno tretira elem.

 

 


DEFINE à FRAME SECTIONS   LINK à         def. P.P   Add Rectangular / Angle

                                                                                                                                            

                                                                                              Section Name                      à   STUP 20-100

Materijal                              à   Concrete

Dimensions                          à   20 /100 cm

                                                                                                                                            

                                                                                              Section Name                      à   STUP- L

Materijal                              à   Concrete

Dimensions                          à   20 / 20 / 100  / 100 cm

 

                                                                                              Section Name                      à   GREDA  20-100

Materijal                              à   Concrete

Dimensions                          à   20 /100 cm

 

                                                                                              Section Name                      à   GREDA  20-200

Materijal                              à   Concrete

Dimensions                          à   20 /200 cm

 

 

DRAW à FRAME              LINK à        crtamo grede i stupove umjesto plošnih elemenata

 

ASSIGN  à  FRAME....  à  INSERTION POINT         LINK à korigiramo točku spajanja

                                                                                              grede                     à   Top Center  / Bottom Center

 

ASSIGN  à  FRAME....  à  LOCAL AXES        LINK à        korigiramo lokalnu os

                                                                                              stupovi L presjeka  à  rotate za   180 / -90

 

 

ASSIGN  à  FRAME....  à  END (LENGTH) OFFSET            LINKà uzimamo 'offset'

                                                                                              gredama i stupovima         à   automatic

 

 

 

 

 


 

 

ANALYSE à RUN ANALYSE à RUN NOW                LINK à         proračun                                                                            

 

 

 

Dodatno:

            pokazat koncetraciju nad ležajem

            kontra – teret   à       zadati opterećenje

 

 


 

 

VARIJANTA   II.

 

NEW MODEL          LINK à         novi model

 

            GRID             LINK à         definiramo raster pogodan za definiranje ploče

                                                             

 

 

 

VARIJANTA   III.

 

NEW MODEL          LINK à         novi model

 

            PLATE AND PIPES             LINK à        

                                               odabiremo razne modele i definiramo njihove parametre

                              

                                              

...... daljni postupak isti kao u VARIJANTI I