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  • Users: bigester93
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  1. bigester93

    SMF Bracing to Wood shear wall lateral system

    frames don't need braces. Use brace in the other direction.
  2. bigester93

    CSI Safe not designing

    material has not been defined correctly.
  3. bigester93

    Seismic R values for mixed moment frame and shear wall elements

    r=3.5 is good
  4. bigester93

    Weld Capacity Analysis Using FEA Results

    what yield stress of weld do you consider?
  5. bigester93

    Metal Deck Attached to Wood Nailers

    why about weak axis? turn that around.
  6. bigester93

    Big Holes in Glulam Beam

    check girder not wall.
  7. bigester93

    Load carrying capacity of a brick corbel

    corbel shall no be checked as beam
  8. bigester93

    How should I consider plate thickness for this connection

    check against rupture
  9. bigester93

    Weak-Axis Strength on Runway Girder (Design Guide 7)

    use strong axis-better resistance.

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