Min purchase and floor account clearance

E

evanes07

New Member
have a nice day; beam, raft etc. in reinforced concrete parameters. Where exactly are the min pursantage values specified in the earthquake regulation or on the TS500? It is said that the sum of the min prime and other tensile fractions for the raft will be 0.35, does it have to be exactly 0.35? Will it be above or below? what is the exact value range for this, also what is the full range for floors and beams? Does anyone have information? Also, sometimes it does not provide thickness despite 50 cm beam height and 16.6 cm slab thickness. I reduced the clear span value from 170 cm to 165 cm for thickness control from the calculation axis edit, it provided slab thickness, is there a serious problem in the regulation about this? is there any problem?
 
Hello, Article 11.4.5 in TS 500; It has been clearly stated that the total reinforcement ratio cannot be less than 0.0035. Floor thickness control According to TS 500 11.4.2 article; makes. For cases where slab geometries are not rectangular and in some cases it is at the engineer's discretion to determine the free span value, users can change the "Clear span for thickness control" length if desired.
 
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