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  1. 322km

    Friction in lieu of anchorage for slab-on-grade?

    I'm working on a slab-on-grade to support a battery energy storage system cabinet for solar energy. The specified product is manufactured in China, and product's technical specifications state that "due to the large weight and size of the container itself, it is generally not necessary to fix...
  2. 322km

    Open Structure Wind Loading ASCE 7-16

    I'm designing a monosloped steel frame canopy supporting solar panels to be mounted on a parking deck. I believe it'd be best to design it based on ASCE 7-16 section 27.3.2, specifically with Figure 27.3-4 for wind directions (γ) = 0° & 180° and Figure 27.3-7 for γ = 90° & 270°. However, the...

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