How can I define a load on a continuous foundation?

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engineer_yildiz

New Member
IN CONTINUOUS FOUNDATIONS (IN VERSIONS I CANNOT DEFINE WALL): 1- HOW CAN WE GIVE 20 CM WALL LOAD ON THE EXTERNAL SIDES ON THE CONTINUOUS FOUNDATION BEAMS? 2- HOW CAN I AFFECT THE LOAD OF THE WATER TANK IN THE BODRUM ON THE CONTINUOUS FOUNDATION BEAMS? I WOULD LOVE IF YOU GIVEN DETAILED ANSWERS WITHOUT skipping the questions.
 
DEAR IDECAD OFFICIALS, REGARDING THE LAST QUESTION (EXTERNAL LOAD DEFINITION ON CONTINUOUS FUNDAMENTALS: If there is a solution method you would suggest, would you share it?) I WOULD LIKE TO HELP.
 
As of version 7 and version 8.103, it is not possible to define additional loads on a continuous foundation. However, if you interfere with the unit weight of the concrete material you use on a continuous foundation with a wall load on it and use this material on these foundations, you will be doing it right in terms of "academic". Version 8.5 has also added this possibility to the program.
 
In version 7 and version 8.103 you can do as follows: Let's say you want to define a wall of 0.650 tf/m. Let the wall length be 5 meters on a continuous foundation. 1.) First define a second material in the same concrete class and change its name. 2.) Then add the total value you have revised according to your wall load to the unit weight in tf/m3. Here's how: Writes the base area in the continuous base report. In this example, A=1.12 m2, Volume = 1.12* 5 = 5.6 m3 Wall = 0.65* 5 = 3.25 tf 3.25 / 5.6 = 0.58 tf/m3 (value to be added to the unit volume weight) 3) Add the value you find to the unit volume weight of the newly defined materials. 2.5 + 0.58 = 3.08 tf/m3 4. Finally assign the material to the continuous foundation.
 
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