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Bolted flange connections, bolt loads

K = End connection coefficient per AISC Ki = Vertical distance from bottom of beam flange to top of fillet on web, in LL = Live load. Lbs M = Moment, in-Lbs nb = Number of bolts required Ug = Number of bearing bars per foot Nb = Minimum bearing length, in N = Number of beams P = Concentrated load. Lbs PL = Product load. Lbs Pc = Free area in packing/catalyst, % p = Uniform load over entire bed, PSI r = Radius of gyration, in R = End reactions, Lbs Ra = Root area of bolt, in ... [Pg.300]

See other pages where Bolted flange connections, bolt loads is mentioned: [Pg.295]    [Pg.637]    [Pg.141]    [Pg.513]    [Pg.526]    [Pg.274]    [Pg.444]    [Pg.611]    [Pg.619]    [Pg.465]    [Pg.487]    [Pg.488]    [Pg.490]    [Pg.372]    [Pg.352]    [Pg.3425]   
See also in sourсe #XX -- [ Pg.141 ]



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