• RE: BCF-Shear force at column face - Seismic provision

    I confirmed that in our section database in Ram Connection the UB406x178x67 is listed with Ze = 1,350,000 mm^3. At some point out data must have been rounded or reduced in precision. It is possible to export the shape data to a spreadsheet, then generate…
  • RE: BCF - Seismic provision - max bolt Gage?

    AISC 358 Section 6.9.1 indicates, "The gage, g, is as defined in Figures 6.2 through 6.4. The maximum gage dimension is limited to the width of the connected beam flange." Furthermore, commentary C6.9 repeats this as the limit. Is your interpretation…
  • RE: BCF - web compression buckling check is missing

    In Ram Connection stand alone, when using the Smart MEP Extended both ways (DG4/Seismic) connection in a joint where there is an oppoite (left) beam defined, we do check Equation 10-8. In the STAAD interface, the application of the "exists opposite" flag…
  • BCF - web compression buckling check is missing

    In the RAM connection design report for BCF type of connection, web compression buckling check in accordance to: AISC 360J (eq. 10-8) & DG4 (eq. 3.26) is missing. This should be check when both column sides are with moment connections with gravity load…