Tile identification problem

S

sanchez

New Member
hello friends, I am a new idecad user.. more precisely, I am using the old version of the new idecad 5.511 licensed at my workplace. I have a problem in defining the curved tiles. It detects some of them automatically, but some of them have problems.
 
The beams do not hold the columns and panels properly. If you move the columns with the nodal stone in problem areas, you may notice beams that are not attached to the columns or panels. For example, the K4 beam does not fit the S3 column properly. Likewise, the curvilinear beam sitting on the P2 panel is not connected to the P2 curtain. However, for example, the curvilinear beam from the S35 column to the P10 panel is defined from the bottom and does not divide the panel. It will be easier for you if you define this element from above and connect it to the node of the panel. Based on these examples, you control the other elements. Good luck with...
 
In the attached project, it gives a message that the flooring reinforcement is insufficient.. On the floor, flat and pile are selected with 8-degree 40 intervals, but the program says this, but it does not add equipment with 8-l 36 or 30-spaces Although their caps are selected..????
 
"muhendis35":2f1whlb3" said:
in the attached project, it gives a message that the flooring reinforcement is insufficient.. on the floor, flat and pile are selected with 8-by-40 intervals, but the program says this, but it does not add reinforcements with 8l, 36 or 30 intervals. does not remove the required reinforcement...even though all the required reinforcement diameters have been selected..????
Click to expand...
Moment occurred in the left and right supports because the calculation axis number 1 in the slab came on the column. It gives a (-) warning. If additional reinforcement is placed on the upper left and right additional columns at fi/10/18 intervals in the reinforced concrete dialog, the AS(-) problem is solved. In addition, the slab reinforced concrete calculation axes in the horizontal direction can be arranged as in the example.
 
Thank you very much for your answers, Mr. Levent..Well, as you said, I changed the reinforced concrete calculation axis, it saved it, but when I reduced the slab thickness from 15 to 12 cm, it gives a message saying that it does not provide the min slab thickness in ts500, whereas in the file you sent, I did not give any reason when I made 15 to 12. I wonder what is my program or is there something on my pc????
 
Hello, The slab thickness control is made according to the free opening of the slab in the short direction. The slab free span is also determined by the position of the account axles. In the example I sent, Lsn=346.1 cm is taken due to the location of the account axis number 2. The minimum floor thickness is calculated as 11.9 cm. In the project you added, Lsn=450 cm and the minimum floor thickness of 13.7 cm is calculated due to the location of the calculation axis no. The clear span value for slab thickness control can be determined by the user with the reinforced concrete calculation axis edit command in the program.
 
Why doesn't the program throw additional reinforcement on the discontinuous slab edge by itself....why does it draw the correct number of reinforcements when drawing in circular columns, but write missing when writing...I solved the same project with sta4cad, maybe you know the project I sent before, in room circular columns ( r=15 ) 8 fi 14 anchored longitudinally in idecad 8 fi 14 was written 6 fi 14.
 
In the 15 cm columns you mentioned, 6 fi 14 is sufficient for calculation, the program constructively puts 8 reinforcements in order to add meat to the circular column. There seems to be an inconsistency between the calculation and the drawing for this reason at the moment, we will consider this in the next update
 
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