What should I pay attention to when doing a static project?

aslı

New Member
I am new engineer and new idecad user. I worked with 5 versions for 5-6 months. What should I do in order to be on the safe side of the project and at the same time bring more economical solutions? There are constant complaints in practice in construction sites, like there is too much iron, no concrete, we cannot use the vibrator. Do you think it is appropriate to work with a larger scale to reduce these complaints? There are complaints that there is too much wastage in the projects that work on a large scale. Thank you in advance for your advice on what can I do to prevent this.
 
In projects where I use 12-14-16 gauge for beams, I have been using 14-18 for several months. I only use 18 gauge for piles and additions, and 14-18 gauge for flat and assemblies. I definitely use the pile as it has a positive effect on reducing the density of reinforcement. I make the necessary arrangements for the stirrups to come to the four corners of the double stirrup beams and to come to the full corners. There were also complaints about the equipment not reaching the corner points of the stirrups or being empty. now the complaints have stopped. Stirrup tightening in bidet stud beams is very important, it should not be forgotten.
 
You said that you are making the necessary arrangements for the stirrups to come to the four corners of the double stirrup beams and to come to the full corners, how do you do it?
 
From the reinforced concrete-beam menu, if the reinforcements are flat and less than four in assembly, you can set it to four each and lock it so that it does not change in the analysis, you can also play with the diameters of the reinforcement. If there is a pile on the beam and you consider the pile, there will be 4 with 3 flat + 1 pile at the bottom. If there is no pile in the beam or if you have not used it, then you can increase the flat reinforcement to four. Therefore, you can ideally ensure that there are four reinforcements at the bottom and at the top. I do the work of fitting these reinforcements to the corners of the stirrups by controlling all the beams and arranging my drawing sheets, by moving the ones that do not fit into the corner of the stirrup to that corner.
 
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