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    Helenius
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    Is it required by any code to check web buckling for all coped beams? Is it necessary? I could not find any example in AISC manual.
    4) The beam is coped. v f = shear stress at the point of interest direct axial forces are large, each plate (for example, flange or web.A-5 WELDED/BOLTED DOUBLE-ANGLE CONNECTION IN A COPED BEAM. Given: Repeat Example II.A-4 using AISC Manual Table 10-2 to substitute welds for bolts in the
    The AISC Design Examples CD provides examples on the application of the 2005 AISC Specification for A-7 Beam End Coped at the Top and Bottom Flanges.
    At times even the bottom flange of the connecting beam too may need to be notched/coped if the two connecting beams are of identical depths.
    7.2 Design Recommendations .. 7.3 Design Examples. 7.4. Future Research. Part II LOCAL WEB BUCKLING. TOP FLANGE COPED BEAMS. 8.1. Analysis Programs.
    Coped beam webs are checked for block shear, buckling, bending, and shear yielding and rupture. An example of how this would be used in the workplace:.
    Beam shear strength is covered in Chapter G of the AISC If a coped beam is connected with bolts as shown, segment Block shear example.

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