Foundation height/span condition control according to TS500

emresezer

New Member
Have a nice day. In TS500, Article 10.4.2, in the design principles of continuous foundations, "In continuous foundations with beams, the beam height, including the plate, cannot be less than 1/10 of the free span, and the plate thickness cannot be less than 200 mm." says. In an industrial shop project that we designed, this condition is not met, and I do not get an error message related to the foundation. In addition, I do not have complete information on whether the relevant article is binding and has parts that are open to interpretation or if it should be interpreted. Waiting for your comments and suggestions. Thank you.
 
Does anyone know anything about this that would like to comment? I'm still waiting for comments and approaches. Thank you.
 
"emresezer":1rtweyvp" said:
Good afternoon. In TS500, Article 10.4.2, in the design principles of continuous foundations, "In continuous foundations with beams, the beam height including the plate is 1/10 of the free span, the plate thickness is more than 200 mm It cannot be less." If there is a different situation, add your project, let's examine the situation.
 
Hello, I understood that it did not give a warning because it was like this. However, when it does not give a warning in this way, we can understand that if there is a curtain on the foundation, height/span control is not performed. Is there a basis for this regulation? In other words, is there a clause stating that control is not required if there is a sub-basement curtain on the foundation? Thanks.
 
"emresezer":3b8dm6gw" said:
Hi, I understood that it does not give a warning because it is like this. However, when it does not give a warning in this way, we can understand that if there is a curtain on the foundation, there is no height/span control. Is there a regulation related to this? Thank you.
Hello. I'm curious about the answer to this question right now. Also, as I show in the picture, is it right to divide the Tk02 beam into two separate beams from the C axis or is it a single piece? v10 You also said that the option to divide beams by intersections was removed.According to this calculation, according to the article 1/10 of the free span of the TK02 beam, does the free span become the BC axis or the BD axis?
 
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