Post-tensioned girder stressing calculations |Modified gauge pressure|Modified Elongation

[@pushpendramishra3390]

Amazing content

[@ranjithkumarhc50]

Good information buddy

[@venkateshgali9247]

Good content👍

[@bvsnagababu7954]

good sir what about new extension how do we calculate that? please explain sir

[@rana54355]

Give your contact number

[@ahmadarsalan001]

In over Site We are putting 440 kg/cm^2 of pressure.. As a trainee engineer i dont know why.. Please tell me why 440 why not 200 of 700.

[@GirishGowda]

Check the prestress drawing provided by designer.He might have mentioned the force required to achieve prestress.Now based on tendon area on site and the force provided by designer u have to calculate pressure to be applied. Pressure=F/A

[@debankurbaruah5728]

Why at 200kg/cm2 reading starts from 15?

[@sivasankar6048]

Check again