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  • Users: Khashayar1
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  1. Khashayar1

    Moment Connection Forces

    Hi everyone, Does anyone know how to obtain the connection design forces for steel beam to column connections (in Canada)? considering the subject connection is a moment connection. Does designing a moment connection for the full moment capacity of the beam, and 70% of its shear capacity make...
  2. Khashayar1

    Suspended Garage Slab Thickness

    Hi everyone! I hope you are all doing well. I have a client for whom I am designing a suspended slab for his two-car garage space(5600mmx6600mm), beneath the garage would be a future theater room. I have designed the slab to be supported by two steel beams along the 5600 length (no interior...

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