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  1. rasdelchimski100

    welds and member thicknesses

    I just want to find out if any one knows of a good reference that teaches about when to choose between a fillet weld, PJP & CJP welds for rafter flange to end plate connections in ordinary moment rigid frames? Online links etc would also be appreciated. thanks
  2. rasdelchimski100

    Code specification for wind load deflections

    I am looking for the code specification on wind loads and deflections that allow 70 % of the wind load to be used for a 10 yr wind or to limit the deflection to 70% of the required limit. Any help with this will be greatly appreciated. thanks,
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