I always thought you would be able to see tension rods from the ends of the beam if it is prestressed, but i was told by a contractor that is now always the case.
There is an overhanging T-beam that we want to cut but someone pointed out it may be prestressed and not a good idea. I suppose the question is two-fold:
1 - how is this prestressed without a visible rod at the ends? The beams look precast, so i do not think there would be multiple pours to simply hide the rod
2 - if it could be prestressed without the rods at the end, how would i determine whether or not it is?
thank you in advanced
There is an overhanging T-beam that we want to cut but someone pointed out it may be prestressed and not a good idea. I suppose the question is two-fold:
1 - how is this prestressed without a visible rod at the ends? The beams look precast, so i do not think there would be multiple pours to simply hide the rod
2 - if it could be prestressed without the rods at the end, how would i determine whether or not it is?
thank you in advanced