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risky building detection
- Thread starter damlatpz
- Start date
HakanŞahin
Administrator
Hi, what exactly do they want to see when they say 1.4g + 1.6q upload?
HakanŞahin
Administrator
The program used vertical loading for the capacities of the beams in risky analysis. It applies automatically. If vertical loading end forces based on beam reinforcements are desired, enter the building importance factor 0, when the building importance factor is entered 0, you will have calculated without earthquake. Analyze + Reinforced Concrete. Submit the beam report in this way. Do not forget to set the building importance factor to 1 again for risk analysis."damlatpz":2ck07ipw" said:it was written as 1.4G+1.6Q Beam Reinforcements on the leaflet they prepared. I could not understand what they mean exactly. I added the beam report to the file as it is, but
How can we delete idecat combinations when I want to analyze only vertically below, and I don't want to use earthquake loading (the teacher gave homework from sap2000, there is no earthquake loading, the combination only wants me to analyze according to 1.4g+1.6q, I want to make it from idecat and throw sap2000)
HakanŞahin
Administrator
If you cannot delete the combinations created in accordance with the regulation, but you can add any combination you want. When the earthquake forces are reset, the combinations with earthquakes will no longer matter..."matrax":1ej0nyk2" said:how can we delete idecat combinations when I want to analyze only vertically below and I don't want to use earthquake loading (the teacher gave homework from sap2000, there is no earthquake predicament, but the combination wants me to analyze according to only 1.4g+1.6q, so I can do it from idecat and throw sap2000) I want it)