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Turkish column reinforcements
- Thread starter tasarim
- Start date
Mr. DESIGN: 1- Some of your columns do not overlap on the lower floors. 2- Some of your rib cones do not provide shear safety on the S210 column in the shear safety of the non-supported 3- column beam junction areas. It doesn't say in front of the account printout, but you check the whole account. You can miss this situation. (I warned the IDE before that it will print the account output of "Does not provide shear safety"
4- Check your raft flooring accessories. There is no error message in the account output, but the screen gives a red warning in the hardware control. Good luck with
4- Check your raft flooring accessories. There is no error message in the account output, but the screen gives a red warning in the hardware control. Good luck withslm. In addition, you have attached 35-gauge rib beams to 33-gauge beams, how will it be? your beam widths are low, you should review them because it is normal to have a b error in column-beam junctions. You have made elevation adjustments on some vertical carriers, but how will they be the elements that continue on the upper floors? When you place the columns vertically, adjust the rib lengths and correct the beam widths, the s6 column becomes 18fi 14 in total and the column beam shear safety problem is completely eliminated. Also, it seems more correct to use the vertical bars of the columns with 16 gauge. Also, you have used the stirrups of the vertical carriers with 8 gauge, and it seems more correct to increase it to 10. Because in TS 500, the reinforcement interval is 25fietr. For example, 25*30 min column size (30*30 according to the building inspection regulation) should be used with 8, and it is necessary to cast an anchor at 20 cm. If you are going to throw reinforcements even at min pursantaj, only because of this condition, you have to throw 2 more sticks to each other. (4 bars in 30*30) Also, I would like to address a subject about his project by apologizing to my friend who added the project. I see this form of project very often, to finish the console floor with the floor edge, even if it is a hollow block. how that happens. For example, the last hollow block coincided with the slab edge, what will hold it? Let's say when you set the hollow block, 15 ribs came to the corner. but there is no beam size of 15 in the regulation. It seems right to me to define a hollow slab inside the frame that I created with the beam from 4 sides, not to finish it with the slab edge. Especially some of them run the ribs perpendicular to the slab edge. I wish you a good work now that the bricks also hold the slab edge.