Need to see the plan & section details . In ordinary case, for plinth beam 10 mm / 8 mm TMT bars are ok . Better get an advise of Civil Structural engineer
Sir nte plan ile beam nte legth um steel design num anusarichu use cheyyunna kambiyude kg il vythasapadum. 4 ennam 12 mm kambi use cheyyunnekil avarage 32 kambi vendi varum. 12mm nte oru bar nu 10.66 kg weight varum. so 340 kg anu expect cheyyunne.
Belt nte length plan anusarichu ethra varum ennu architect ne kondu calculate cheythathinu shesham mathram kambi eduthal mathiyakum.
Jijeesh M
Contractor | Kozhikode
oru length capi 12kg varm. 55length kapi vendi varum tottal ring adakam 725kg avum
sreenath narayanan
Civil Engineer | Kozhikode
8mm steel
Miracle Builders
Architect | Thiruvananthapuram
8mm is enough
Afsal Kallingal
Contractor | Kozhikode
12mm വേണ്ട നല്ല കോസ്റ്റ് ആവും 8mm മതി
Roy Kurian
Civil Engineer | Thiruvananthapuram
Need to see the plan & section details . In ordinary case, for plinth beam 10 mm / 8 mm TMT bars are ok . Better get an advise of Civil Structural engineer
Ginish Mohan
Contractor | Thrissur
Sir nte plan ile beam nte legth um steel design num anusarichu use cheyyunna kambiyude kg il vythasapadum. 4 ennam 12 mm kambi use cheyyunnekil avarage 32 kambi vendi varum. 12mm nte oru bar nu 10.66 kg weight varum. so 340 kg anu expect cheyyunne. Belt nte length plan anusarichu ethra varum ennu architect ne kondu calculate cheythathinu shesham mathram kambi eduthal mathiyakum.