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  1. Ossau56

    Pushover analysis of a metallic structure

    I'm using an elasto-plastic load with an ultimate strength equal to 432 MPa.
  2. Ossau56

    Pushover analysis of a metallic structure

    I'm using line loads and the material's strength is 294 MPa.
  3. Ossau56

    Pushover analysis of a metallic structure

    Find attached the description of one single eleemnt of roof.https://files.engineering.com/getfile.aspx?folder=3134a89e-7951-403b-adc3-72c088592442&file=RoofFrameElement.jpg
  4. Ossau56

    Pushover analysis of a metallic structure

    I have a first step with only dead load that goes well. The building is 54 m long, 45 m wide and 8.9 m high. You will find attached a description of one single roof frame element; the outside and inside diameters of the tubes are 48.30 mm and 42.5 mm respectively...
  5. Ossau56

    Pushover analysis of a metallic structure

    Thank you for your response. I'm using Abaqus. I'm using an elasto-plastic law with next properties : E=210MPa,fy=294MPa,fu=432MPa and epseu=0.2. I don’t necessarily expect my model to converge but the error message is not clear. I can’t know if the code is diverging because the structure...
  6. Ossau56

    Pushover analysis of a metallic structure

    Thank you very much for your response. What do you mean by Iy? Is Iy the moment of inertia? I modelled an existing structure whose dimensions are fixed. Find attached a picture of the modelled...
  7. Ossau56

    Pushover analysis of a metallic structure

    I’m modeling a metallic structure whose roof collapsed under snow weight. I modeled this structure using beam elements and I specify that the roof elements are bolted together (no ball joint). The calculation is made in static and the snow loading is applied using linear forces. In small...

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