Cassette flooring emergency help!

A

antediluvian35

New Member
Good day my dear colleagues. For the first time, I am solving a system consisting of hollow blocks. For this reason, I was faced with some situations that I was not sure about, and I wanted to eliminate these question marks with your experience. In the project I added, I have question marks in my mind about the cassette flooring that I created before solving the shear safety of the columns. I don't want to mess up the job I bought. 1-) Is there an inappropriate situation regarding cassette flooring continuity in my floor plan? 2-) I created the protrusions on the left of the K35 and K36 beams with the floor edge and turned them into a cassette. Can we solve the protrusions in this way by turning with the slab edge and turning it into a cassette? Or is there a more suitable form? 3-) Can we fill balconies by defining the appropriate live loads as I did in my project? 4-) I formed the K17 and K40 beams in a non-perpendicular way. I thought it wouldn't be visible because it is a hollow block and applied it this way (I didn't want to make a stud). Do you think it is more appropriate to go straight and make a stud? If you can help urgently it would be greatly appreciated. Thanks in advance to those who will reply.
 
* Fix your bugs in geometry control. * Press your beams as symmetrically as possible to the columns. k15, k16, k25, k26, etc. * You have curtains in the system, the carrier system behavior coefficient is incorrect. It can be up to 7. * Enter curtains as panel objects, not column objects, and model them as shells. * Make the widths of your continuous horizontal beams the same. k46, k49, k21 etc. * It is more correct to press the columns, even if they are inclined, instead of studs. *Make s12 and k22 beam continuously. continue and stud into the k52 beam. * Why did you go for an increase in loads? Are you going to use brick as filling material? If you use styrofoam instead of bricks, you have a bit of a load. The program automatically calculates the loads of the teeth. * Continuously continue the k27 beam to the end of the balcony. * Pay attention to the location of bathroom wc air chimneys and all kinds of chimneys and drains. * Make beams k60, 61, 62, .. continuously. If necessary, you can draw the remaining parts with 2b and add concrete. * Fix column beam junction probes. * The s9 column does not sit on top of the floor. * In horizontal beam systems, it may be important to give live loads to the beams (depending on the late location). * Is there a need for a live load in the attic? That's all I can say for now, take it easy, have a good work.
 
"NYILMAZ":3rhmeus3" said:
* Correct your mistakes in geometry control. * Press your beams as symmetrically as possible to the columns. k15, k16, k25, k26, etc. * You have curtains in the system, the carrier system behavior coefficient is incorrect. It can be 7 at most. * Curtains Enter it as a panel object, not a column object and model it as a shell * Make the widths of your continuous horizontal beams the same. k46, k49, k21 etc. * It is better to press on the columns, even if they are inclined instead of studs. * Make S12 and k22 continuous beam. Make a stud. * Why did you go for an increase in the loads. Will you use bricks as filling material. If you use styrofoam instead of bricks, you have a bit of load. The program automatically calculates the loads of the teeth. * Continuously continue the k27 beam to the end of the balcony. * with bathroom wc air ducts Pay attention to the location of all kinds of chimneys and drains, be careful not to get into the beams * Make the beams k60, 61, 62, .. continuously. If it is dirt, you can draw the remaining parts with 2b and add concrete. * Fix column beam junction probes. * The s9 column does not sit on top of the floor. * In horizontal beam systems, it may be important to give live loads to the beams (depending on the late location). * Is there a need for a live load in the attic? That's all I can say for now, take it easy, good work.
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First of all, thank you again for your help in detail. I have largely corrected the shortcomings you mentioned. However, I had to use 25/50 beams on a 20-gauge wall for the solution of beam overlap with ventilation and chimney spaces (I think this will not pose any problem). I also added my project again. I thought that brick would be used as a filling material, I will confirm whether it is brick or styrofoam tomorrow and make my arrangements accordingly. With your permission, Mr. Yılmaz, I have a few more questions for you. * If Styrofoam is placed, what is the amount of load to be entered as a coating? * As for the live load issue on the attic, I did not revise the loft and the geometrical elements, as the project I sent you was hastily to ask about the tape continuity and floor structure. Still, wouldn't it be correct to define 200kgf/m2 live load for the 4th floor ceiling? * I constantly made and solved the beams you mentioned as K60,61,62.. but I saw that it did not provide any advantage in the system. However, the 2d drawing advice you mentioned caught my attention. As you said, when we make it continuous, I have to draw an 18 cm piece of flooring between 2 axles by hand, should the thickness of this flooring be shown as 7 cm above the filling, as in other hollow blocks? (I'm only asking this out of curiosity) * As you stated above, the way to solve the curtains by defining them as panels and modeling them as shells; Is it the appropriate method for curtains in all other reinforced concrete projects? Are the curtain elements created with the column command (length 7 times the width) wrong? * Would it be a correct practice to construct the 50 cm eaves on the attic floor as a 12 cm thick normal slab by turning the edge of the slab from the beam boundaries? (I did not want to create an eaves without learning the answer to this question)
 
I worked a little on your project and sent the proposal plan and the answer to your questions by mail. Good luck with.
 
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