Hollow Flooring

Re: HOLLOW FLOORING IT IS NOT WORTH IT TO COMMENT ON THE PROJECT WHICH IS BEING A BEAM AS IN THE ADDED MOLD PLAN. PLEASE LEARN TO DO THE PROJECT WITH SOMEONE THAT KNOWS AND DO IT. COW SUJUK METHOD HAS BEEN A PROJECT. Ünver ÖZCAN APPENDIX: MOLD PLAN
 
Re: HOUSING FLOOR
"gorkem423":2j7laach" said:
SINGLE REINFORCEMENT IS CALCULATED IN THE RIBBON BEAMS I DEFINED IN THE CUTTINGS, HOW CAN I FIX IT.
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Hello, The only non-continuous console in the program is defined as closed ribbed ribbed slab. Other than that; *Linear slab load command can be used on slab floors. Instead of this, the fixed or live load values of the slab can be increased. *It would be appropriate to give the same name to the split beam parts between S3-P01. Good work
 
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