Column curtain side by side (how should the reinforcement detail be?)

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engineer_yildiz

New Member
DEAR AUTHORIZED, IN THE IDECAD USER'S MANUAL, REGARDING THE CREATION OF THE CURTAIN "Relationship of the panel with other objects: Panels can be defined between columns to connect two columns to each other, or they can be used alone. Panels can be connected to columns from any point of the column." IT IS NOT EXPLAINED. WHAT I WANT TO ASK: 1- WHEN WE PLACE A COLUMN IN EVERY CORNER IN A U-SHAPED ELEVATOR SCREEN, THE HORIZONTAL REINFORCEMENTS OF THE SCREEN ARE NOT ATTACHED TO THE COLUMN REINFORCEMENTS IN THE COLUMN AND CONTINUE STRAIGHT. IS THIS SUITABLE FOR EVERY EFFECT? 2- DOES THE COLUMN WORK LIKE CURTAIN END HERE? 3- IF THE SCREEN AND THE COLUMN ARE JOIN AND THE SCREEN HORIZONTAL REINFORCEMENT CONTINUES WITH A DEFINED LENGTH IN THE COLUMN, WON'T A MONOLOTIC ELEMENT FORM? DOES IT LIMIT THE HORIZONTAL DISPLACEMENT OF THE COLUMN AS MUCH AS THAT OF THE SCREEN OR FORCE THE SCREEN TO DISPLACEMENT? HOW DO THE EFFECTS HAPPEN WHERE IT AFFECTS THE FOUNDATION? I WOULD LIKE IF YOU KEEP THE QUESTIONS IN THE FOREWORD OF ACADEMIC EVALUATION THAN NUMERICAL VALUES. THANK YOU FOR YOUR INTEREST AND I WISH YOU GOOD WORKING.
 
PLEASE, I WAITING FOR YOUR HELP DEAR IDECAD OFFICIALS, I WAITING FOR YOUR HELP REGARDING THE SITUATION I EXPLAINED IN THE TOPIC OF "Column curtain side by side (how should the reinforcement details be?)".
 
Hello, 1-) Wall horizontal reinforcements are extended into the columns by Lb (minimum clamping length) given in Ts 500 item 9.1.2 Equation 9.1. 2-3-) In the program, columns and panels are included in the analysis model together. However, the element reinforced concrete is made in-house. The curtain end region is also created within the panel. If the column is desired to be used as the end zone of the panel, the length of the Head zone can be adjusted as user defined in the Panel properties/Reinforcement tab. In this case, the reinforcement conditions of the wall end zone in TDY 2007 article 3.6.5 and figure 3.11 should also be taken into consideration. Good work
 
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