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the study says so, not me who did it

how so you think its possible to go past the beams yield strength ? is it something that can occur ? just want to know in case i want to prevent it

is there any book or code ( american code or european codes ) i can read as sources?

it is, camber preventing the beam from going down more further than the initional position, however, stocking beams in a containter and sending it overseas might delete the camber. the beam is supposed to support a parking lot floors and not ten times its weight while being shipped.

thank you

hi, is it difficult to heat bend ? what are the risks ? is there any other solutions i can consider beside the heat bending ? much appreciated.

Please re-read the post beacause i edited it for more accurate informations, hi everyone for those asking about the steel section its the IPE O 600 as mentioned in the post, basically its a 16 meters long IPE O 600 steel profile ( a beam ) that we want to create in a 2 centimeters camber and...

wanted to post on another acticity, whats a hammer ? btw deleted the other one, can u helpme with the question ??

I have a problem, I want to add a 2 centimeters camber to a 16 meters long IPE O 600 steel profile ( a beam ), but I don't have the bending machine to do that. we did not ask the manufacturer to do it because the shipping is coming from overseas in containers on ships and this profile ( the IPE...