Cristina Jianu Autodesk Romania

Buna ziua,

Pentru a folosi armarea automata pentru elementele fundatiei va recomand sa inlocuiti pilotii cu stalpii, setand inaltimea corespunzatoare pentru etaj dar si pentru element.

Armarea parametrica nu este disponibila pentru elementele de tip pilot.

Pentru copierea elementelor intr-un desen cu "3D Power" dezactivat folositi comanda "Copiere" atat pentru distributii cat si pentru definitii.

Daca folositi "3D power" copiati barele de definitie si recreati distributiile.

Butonul pentru fereastra de unitati este localizat pe ribbon-ul "AC: Instrumente", in categoria "Setari Advance", daca folositi platforma AutoCAD. Daca folositi platforma Advance CAD, butonul "Unitati" se gaseste in ribbon-ul "Gestionare", in categoria "Setari Advance".

De asemenea, se poate accesa fereastra cu ajutorul comenzii "grtcunits" prin tastare in linia de comanda.

Daca mai aveti si alte intrebari, ne puteti contacta si prin e-mail la adresa support@graitec.ro.

Hello,

Indeed, if the section depth includes a piece of the hook's length, the hooked bar distribution will be visible in the new reinforcement view. In order not to see it anymore, you can select the distribution, use the mouse right-click and choose the "Hide" option in the menu that opens. The distribution will become invisible, in that specific view.
If you later want to make it visible again, you can use the "Restore visibility" command which is available if you right-click anywhere in the workspace.

If you have any other questions, please don't hesitate to contact us.

Hello,

Top and bottom views always contain all the reinforcement bars that were created for the viewed formwork. In order to separate the upper and lower bar fields in the slab you need to define 2 new views.

The command you need is "Create a new reinforcement section", available in the "AC:Drawing", in the "Others" tab.
In order to define the section cut plane and depth you need an elevation or left/right cut
 of the slab within the reinforcement drawing, where the correspondent bar field distributions are visible.

For the top bar field, apply the command and build the section line, in the elevation, above the slab formwork. When you are asked to define the section back plane, go under the top bar field, but do not include the bottom bar field. After you finish defining the section, you will be asked to place the new view in the drawing by selecting a point in the workspace.

For the bottom bar field, you will create a new section view. Build the section line below the slab formwork and for the section back plane, go above the bottom bar field, but do not include the top bar field.

If you want to remove a view from the reinforcement drawing, you can use the "Delete a reinforcement view" command, which is available in the same tab of the "AC:Drawing" ribbon. After initializing the command you need to make a selection of all the formwork and reinforcement elements of the view you want to remove. To finish the command, press the "Enter" key.

If you have any other questions, please don't hesitate to contact us.

Buna ziua,

AutoCAD-ultrebuie instalat inaintea Advance Concrete.Daca au fostinstalate in ordine inversa, programul nu va functiona.

De accea varugam dezinstalati si reinstalati Advance Concrete.

In cazul incare problema persista va rugam sa ne contactati la support@graitec.ro.

Buna ziua,

Ati incercat rularea programului ca administrator? Se procedeaza astfel: Click dreapta pe icoana Advance Concrete si alegeti optiunea "Rulare ca administrator".

Pentru mai multe informatii puteti trimite un e-mail la adresa support@graitec.ro. 

Cu stima

Hello,

After connecting to your client's computer, we established it was a drawing problem not a program one.

It was placed in our database for further investigations.

If you have any other questions, please don't hesitate to contact us.

Buna ziua,

Pentru a defini reazemul plan elastic folositi comandaspecifica din bara de optiuni “Modelare” (vezi poza 1).

 Apoi va trebui sa definiti proprietatile elastice alereazemului  fie in raport cu axele globale, fie in raport cu axele localeale elementului sub care este definit.

 In cazul in care constantele elastice ale reazemului vor fidefinite in functie de coordonatele globale ale modelului (si considerand caaxa globala Z este verticala), acestea trebuiesc definite astfel (a se vedea si poza 2):

    -pentru a impiedica deplasarealibera in plan orizontal a radierului, valoarea constantelor elastice KTX siKTY trebuie sa tinda catre infinit;

            -constanta elastica corespunzatoare deplasarii pe directia axei globale Z – KTZ– reprezinta deformabilitatea terenului de fundare, adica acel coeficient depat dat in studiul geo.

            -constanta elastica la rotire, KRZ, trebuie sa tinda catre infinit, pentru aevita rotirea libera a radierului in jurul axei globale Z.

            - constantele elastice la rotire in jurul axei globale X si Y vor avea valoarenula, pentru a permite inconvoierea libera.

Fişier ataşat: poze.rar