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Recent content by Fernando799

  1. F

    Wind Load Transfer to Pile Cap with Bracing Beam

    "Sorry, English is not my first language. What we call 'bracing beams' are small-dimension beams, for example 40x40 cm, that function like struts. And 'connection beams' are foundation beams used to transfer forces, such as moments — for example, beams with dimensions of 40x100 cm."
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    Wind Load Transfer to Pile Cap with Bracing Beam

    I have an industrial building with wind loads and frame foundations made of pile caps with two piles each. The X-bracing applies a shear force perpendicular to the pile axis. Can I use a connecting beam (as shown in the image) to resist the moment caused by this shear? Would the piles share the...
  3. F

    Combined footing problem

    Hello, I have a question about a foundation I'm designing. It's a combined footing with moment, shear, and axial forces. I wanted to know if there's a biographical description that explains how the stability of this foundation is calculated against overturning.
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    Load Wind on a structure

    Hello everyone, I need help calculating wind loads on a lattice structure. It's a 40cm x 100cm tower, 5m tall. What would be the best way to calculate wind loads on this structure? The tower has sheet metal on all sides except the top. Sorry for my english, its not my first lenguage. Thx.
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    Two directional bending and tension

    Yes, its about concrete, and the tension is Tu=90kN, its not compresion.
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    Two directional bending and tension

    Hi, i have a question, how to calculate a column when it is affected by two directional bendin and tension. Ej: Column 40x40 cm Pu= -90kN Tension Mux = 50knm Muy = 90knm Thx.
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