Disposal of additional flooring reinforcement

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statics87

New Member
Hello, In the project we have done for a municipality, we have drawn flat reinforcement in two directions at the bottom and an addition on the supports for the slab flooring. However, the reporter says that the top additions cannot stay in the air, so that the crimped addition used in pleated floors should be discarded. I couldn't find it in a source, I would appreciate it if you could help with this. I wish everyone a good work. The flat ones in the pictures below are the crimped ones if the program output is requested from us.
 
Re: About the slab additional reinforcement drawing.
"statics87":thuvjldg" said:
Hello, In the project we have done for a municipality, we have provided flat reinforcement in two directions at the bottom and an addition on the supports. He says that the crimped addition used in pleated slabs should be discarded. .
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If you give the trestle reinforcement details for the slab top reinforcement, the problem will be eliminated.For example,
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Re: About the slab additional reinforcement drawing. Thank you. The only thing that caught my mind is that this addition does not come with a stand in the program, nor have I witnessed that a stand is made for the additions in practice. How to draw the support additions for the system with flat reinforcement in two directions at the bottom. Is there any document showing this requirement (regulation, ts500 etc. style)?
 
Re: About the slab additional reinforcement drawing.
"statics87":19hda8r4" said:
Thank you. The only thing that struck me is that this addition is not provided with a stand in the program, nor in practice, I have never witnessed a stand made for additions. Is there any document showing how support additions should be drawn for a system with flat reinforcement in the direction (regulation, ts500, etc.)?
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The important thing is to ensure that the compression and tension reinforcements stay in the appropriate place. There are various methods for this, one of which is the tripod. There is a lot of literature describing the rules for the placement of the reinforcement. If you do a little research on the internet, you can find the lecture notes prepared on this subject. There is even detailed information about the Stapling equipment in section 7.11 of TBDY2018. In the video I sent, you can find the lecture notes prepared by the blacksmith at the construction site. If you still can't find the information, you can get support from an experienced civil engineer near you.
 
Re: About the slab additional reinforcement drawing Hello, you can set the additional reinforcement status from the slab parameters. Unver ÖZCAN
 
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