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Additional resources for Design of Structural Steelwork

Example text

12 Web crushing the horizontal from the ends of the bearing plate. 12). 6 times the shear capacity. 13). For design purposes this requirement commonly means that the interaction between shear force and bending moment is not important and so the full moment capacity may be used. 6Pv: (a) for plastic or compact sections the plastic modulus S is reduced by a factor which takes account of the web bending capacity which is committed to resisting the applied shear force. e. rolled sections tD2/4, built up sections td2/4.

A beam is selected having a plastic moment of resistance somewhat greater than that actually required to resist the maximum applied bending moment M. The buckling resistance moment Mb is then determined. If Mb≥M then the initial selection is adequate; otherwise further trials are made. Once a satisfactory section has been obtained checks can be made on the adequacy of the web in buckling, shear and bearing and of the beam in deflection. 7 Moment capacity at low shear load for sections of each class with either full or other lateral restraint Moment capacity at low shear load1 Lateral restraint Section class Full Other cases Plastic2 Compact Semi-compact PyZ Slender pyZ (Note 3) Notes 1.

Finally the parameter Kf is a measure of the ratio of the plastic moment capacity of the flange to that of the web. Vertical (transverse) stiffeners are provided to force the web to buckle into panels between stiffeners and so require adequate stiffness. In addition they must not themselves become unstable. 5. Where there are external loads or moments on the stiffeners they must have increased stiffness. The buckling strength is based on considering the stiffener acting with part of the web, as a strut.

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