Long Console balcony and floor continuity

[mehmet erdogan]

iDECAD FAMILY, WE HAVE A LONG CONSOLE BALCONY, I WANT TO ASK: 1- ARE THE CONSOLE CARRIER SYSTEM AND ALTERNATIVES IN OUR PROJECT CORRECT? WHAT IS YOUR RECOMMENDATION? 2- BECAUSE I HAVE A BALCONY FLOORING IN X AND Y DIRECTIONS, IT ALWAYS GIVES A WARNING IN FLOOR CONTINUITY (IN TYPICAL BEAM DETERMINATIONS) (IN GEOMETRY CONTROLS) HOW IS IT SUITABLE FOR US TO MAKE A BALCONY FLOORING? 3-CAN WE INCREASED THE NUMBER OF TYPICAL BEAMS ON CASSETTE FLOORING? (2 OR MORE IN THE X DIRECTION, 2 AND MORE IN THE Y DIRECTION) IF THERE IS A SUCH OPPORTUNITY, IT WILL BE A GREAT CONVENIENCE FOR US USERS. 4- WHEN THE CONSOLE DOES NOT SAVE THE BEAM, IT ONLY SAVE WHEN WE MADE THE CONSOLE RIBBON FLOORING. IS THERE ANY ORDINARY IN THIS CASE? 5- DO WE NEED TO CONSIDER TYPICAL BEAM WARNINGS IN GEOMETRY CONTROLS AND ESPECIALLY? LEGISLATION (TDY, TS 500 ETC.) IS IT CREATING DIFFICULTIES? WE NEED YOUR HELP URGENTLY. EASY THANKS

 

[Levent Özpak]

Re: THE PROBLEM OF LONG CONSOLE BALCONY AND FLOOR CONTINUITY???

iDECAD FAMILY, WE HAVE A LONG CONSOLE BALCONY, I WANT TO ASK: 1- THE CONSOLE STONE OF OUR PROJECT OUR PROJECT CONSOLE ?WHAT IS YOUR RECOMMENDATION? 4-CONSOLE WHEN THE CONSOLE DOESN'T SAVE THE BEAM, IT ONLY SAVE WHEN WE MADE THE RIBBON FLOORING OF THE CONSOLE. IS THERE NO ORDINANCE?

According to the full rigid diaphragm acceptance in the program, defining the only suitable console in the floor in terms of full rigid diaphragm. The protrusions can be closed or a continuous definition can be made with the ribs and cassette tiles on the inside.You can also review the information given in the link below.

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3-CAN WE INCREASE THE NUMBER OF TYPICAL BEAMS IN CASE FLOORINGS? (2 AND MORE IN THE X DIRECTION, 2 AND MORE IN THE Y DIRECTION) IF THERE IS A OPPORTUNITY IT WILL BE GREAT CONVENIENCE FOR USERS.

In cassette floors, one account beam can be defined in x and y directions at the same time. However, if desired, after taking the solution and drawing according to these defined account beams, the calculation beams can be changed and the solution and drawing can be taken again.

2-Since I have a balcony floor in the X AND Y DIRECTION, HOW IS IT SUITABLE FOR US TO BUILD A BALCONY FLOORING? 5- DO WE NEED TO CONSIDER TYPICAL BEAM WARNINGS IN GEOMETRY CONTROLS AND ESPECIALLY? CAN IT CAUSE DIFFICULTIES AS THE LEGISLATION (TDY, TS 500 ETC.)?

In the attached picture, the teeth of N01 and N02 ribs are not defined continuously. If ribs are to be made continuously in the application, they should also be defined continuously in the project and the message in the geometry control should be taken into account. In rib and cassette floors, warnings may be ignored if the beams are defined as they will be applied on site. Good work