Wind and Earthquake Loads

[mehmet erdogan]

To the attention of the İdecad family (Forum members, viewers, officials), when we calculate according to the details of 3-TS 498, there are Kn/m2 pressure and tension applied to the surface of the building. How can we effect them on floor levels? Is the distribution of the affected loads to the carrier system similar to the earthquake calculation? 4- According to TDY, does the program automatically calculate whichever one has the highest effect (Earthquake or Wind)? 5- If anyone has a solution of the wind calculation, I would appreciate it if he could send it 6-What should be considered in project controls? Thank you and have nice work.

 

[HakanŞahin]

For the attention of the İdecad family (Forum members, viewers, officials), 3-When we calculate according to the details of TS 498, there are Kn/m2 pressure and tension applied to the surface of the building. How can we effect these on the floor levels? Is the distribution of the affected loads to the carrier system similar to the earthquake calculation? 4-According to TDY, does the program automatically calculate whichever one has the highest effect (Earthquake or Wind)? 6-What would be more correct to consider in project controls? It should be defined in the program as a unit of force (for example tf) and as a resultant force to the floor mass center 4. The program creates automatic combinations for earthquake, vertical and wind loadings as predicted by TS500. The combination that produces the most As in reinforced concrete is effective First of all, it is appropriate to check the load and geometric information, then in the 3D frame display, the element nodal points are connected to each other as expected should be checked. By displacing the structure under vertical and horizontal loads, it can be checked whether the frame system moves as expected. Model checking after data entry in ideCAD Static 7:

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ideCAD 3D analysis model review and data entry controls in Static 8:

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