TUNNEL DIE ANALYSIS

S

snaer

New Member
I am drawing the tunnel formwork project for the first time. After the analysis, I cannot eliminate the shear error in the shears on some floors, the stress error in the slabs and the lack of reinforcement in the foundations. There is also a lack of reinforcement in some floors, I increased the dimensions, I deleted it and threw it again, but it did not improve. I increased the diameter of the stirrup. I would be happy if you could help me to fix the problems in curtains and foundations. Thanks in advance.
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Hello, you have curtains that do not comply with TBDY 2018 7.6.1.2 (b). If you do geometry contour, you can see these curtains. You have to increase the curtain thicknesses according to the article in the regulation. After increasing the curtain thickness, you need to analyze again. All the shear forces on the building will change according to the new situation. You can eliminate the slab stress error by increasing the slab top reinforcement. You have made the foundation depth of 50 cm continuously. According to TS500, the opening does not comply with the 1/10 rule in some openings. I recommend modeling the foundation as a raft basis rather than a continuous foundation. I wish you good work
 
"snaer":1aj9r2fj" said:
When I check the geometry, this error related to the curtains does not appear. I wonder if it is related to the settings
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A geometry check made with 10.18 published in the beta group. It is not available in 10.17. I should have mentioned. As a result, you need to increase the curtain thickness according to the article in the regulation.
 
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