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  • Users: GGi
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  1. GGi

    flat beam question

    I rewrite better the address (with the link http://digilander.iol.it/Gi9
  2. GGi

    flat beam question

    I correct the address: http://digilander.iol.it/Gi9
  3. GGi

    flat beam question

    I have pubblished in http://digilander/iol.it/Gi9 what (I think) is important for talking about this problem. But now I explain myself better…… Two engineers studied this question. Both agree the cracks seem not caused by a movement of the foundations (as is said also in the Geo report)...
  4. GGi

    flat beam question

    I pubblished an extract of Geo report, but it's not in english. I hope..... somebody will translate for me. I can say the Geo report excludes subsidence of foundations because the rising of the floor is very much: if subsidence the cause, the building would be already collapsed. See others...
  5. GGi

    flat beam question

    Other informations from GGi The building is ten yers old, but the damages are eight (or more) years old. Yes, it’s residential Soil- Structure interaction Yes the Geo report is avilable: I shall write about… in the next days. Yes the soil is an expansive soil (blue clay). Under the building...
  6. GGi

    flat beam question

    Thanks Riz My question is not unmotivated. You can see the supporting structure: http://digilander.iol.it/Gi9 In this building there are cracks in the outside and inside (see image 5 and 6). Some little beam at the first and second ceiling (are these the english words?) are...
  7. GGi

    flat beam question

    I need a software or somebody or a research centre for a structural calculation. I want to calculate the difference in deformation (bending and torsion) of a reinforced concrete flat beam (cm.80x25cm. or cm.100x25cm.) on pillars (cm.30x30cm.) placed at intervals of m.3,50 or more In the first...

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