i have four storeyed rcc building.basement of the building
is around 34 years old.it does not have pillar support.it is
having lintel steel support at every 7 feet of construction.
how long this building will lost long . can any body help me
in this regard
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is it fair to recruit another prestressing agency once earlier agency has provided guide cone for post stressing the Concrete -I girders? It is observed that the bearing plate of another agency is not matching with the earlier one resulting in protruded strands after stressing from the face of girder. Kindly advice.
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