Sir most of time contractor font follow the calculation of devolepment length as per design he /she just subtract the calculation of cover from both side top and bottom . My Q is that suppose there roof beam of 300*450 having 25mm dia reinforcement and LD is 50*dia of steel so LD become 1250mm but our beam is 450 mm in depth and so it will cross through the roof slab What is the alternative of such problem as per IS code
Aap log is channel me hum logo ko jitna carefully sikhate hain itna detailes me hum log college me bhi nahin sikh paya. So many many many many thanks to you .
Doubt- सर हमारे घर के contractor ने सभी columns में 12mm का सरिया use किया है बस 2 column ऐसे है जिनमे 4 T10 mm का सरिया लगा है, इन दो columns के बीच में दुरी 5ft की है, अभी सारे columns का construction plinth level तक ही हुआ है, कृपया मुझे बताये क्या में foundation से आती हुयी इन दो columns की 10mm की सरिया को T12mm की सरिया से overlap कर सकता हूँ क्या?? 🙏
Development length me load steel to conceret kese transfer hota ye samjh me nai aaya.yeha concret kese work krta hai load transfer me please isko bataye
