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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) xxviii Notation p Ratio of cross-sectional area of profile to that of concrete in a composite slab pb Bending strength pbb Bearing strength of a bolt pbg Bearing strength of parts connected by friction-grip fasteners pbs Bearing strength of parts connected by ordinary bolts pc Compressive strength pE Euler strength po Minimum proof stress of a bolt ps Shear strength of a bolt pt Tension strength of a bolt pw Design strength of a fillet weld py Design strength of steel Q Prying force q Ultimate bearing capacity qb Basic shear strength of a web panel qcr Critical shear strength of a web panel qe Elastic critical shear strength of a web panel qf Flange-dependent shear strength factor R Reaction or Load applied to bolt group or Radius of curvature Rc Compressive capacity of concrete section in composite construction Rq Capacity of shear connectors between point of contraflexure and point of maximum negative moment in composite construction Rr Tensile capacity in reinforcement in composite construction Rs Tensile capacity in steel section in composite construction Rw Compression in web section in composite construction r Root radius in rolled section rr Reduction factor in composite construction rx, ry Radius of gyration of a member about its major or minor axis S Span of cable SR Applied stress range Sx, Sy Plastic modulus about major or minor axis s Spacing or Leg length of a fillet weld T Thickness of a flange or leg or Tension in cable t Thickness of web U Elastic energy Us Specified minimum ultimate tensile strength of steel u Buckling parameter of the section V Shear force or Shear resistance per unit length of beam in composite construction Shear buckling resistance of stiffened web utilizing tension field action Vb
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) Vcr Shear buckling resistance of stiffened or unstiffened web without utilizing tension field action v Slenderness factor for beam W Point load or Foundation mass or Load per unit length on a cable or Energy required for crack growth w Lateral displacement or Effective width of flange per bolt or Uniformly distributed load on plate Xe Elastic neutral axis depth in composite section x Torsion index of section xp Plastic neutral axis depth in composite section Y Correction factor in fracture mechanics Ys Specified minimum yield stress of steel Zc Elastic section modulus for compression Zoo Elastic modulus for weld group of unit throat subject to torsional load Zx, Zy Elastic modulus about major or minor axis z Depth of foundation a Coefficient of linear thermal expansion ae Modular ratio b Ratio of smaller to larger end moment or Coefficient in determination of prying force g Ratio M/Mo, i.e. ratio of larger end moment to mid-length moment on simply-supported span equal to unrestrained length or Bulk density of soil or Coefficient in determination of prying force gf Overall load factor gm Material strength factor D Displacements in vector d Deflection or Elongation dc Deflection of composite beam at serviceability limit state dic Deflection of composite beam at serviceability limit state in presence of partial shear connection do Deflection of steel beam at serviceability limit state doo Deflection in continuous composite beam at serviceability limit state e Constant (275/py) 1/2 or Strain h Load ratio for composite columns l Slenderness, i.e. effective length divided by radius of gyration lcr Elastic critical load factor lLO Limiting equivalent slenderness Equivalent slenderness lLT Notation xxix
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