| Preparation of Teaching Resource Material |
| Sponsored by : Ministry of Steel, Government of India |
| Workshops for University Faculty (June - July 2001) |
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| A |
Area or Gross area of a cross section |
| Ae |
Effective area of a section |
| Aeff |
Effective area |
| An |
Net area of a section |
| Ast |
Area of an intermediate stiffener |
| At |
Tensile stress area of a bolt |
| a |
Effective throat size of a fillet weld |
| a1 |
Net sectional area of connected elements |
| a2 |
Gross sectional area of connected |
| B |
Overall width of an element |
| b |
Flat width of an element |
| beff |
Effective width of a compression element |
| ber |
Reduced effective width of a sub-element |
| beu |
Effective width of an unstiffened compression element |
| Cb |
Coefficient defining the variation of moments on a beam |
| CT |
Constant depending on the geometry of a T-section |
| CW |
Warping constant of a section |
| c |
Distance from the end of a beam to the load or the reaction |
| D |
Overall web depth |
| De |
Equivalent depth of an intermediately stiffened web |
| D2 |
Distance between the centre line of an intermediate web stiffener and the tension element |
| d |
Diameter of a bolt or Diameter of a spot weld |
| de |
Distance from the centre of a bolt to the end of an element |
| deff |
Effective diameter of a circular plug or elongated plug weld |
| dr |
Recommended tip diameter of an electrode |
| dw |
Visible diameter of a circular plug or elongated plug weld. |
| E |
Modulus of elasticity of steel |
| e |
Distance between a load and a reaction |
| es |
Distance between the geometric neutral axis and the effective neutral axis of a section |
| Fc |
Applied axial compressive load |
| Fs |
Shear force (bolts) |
| Ft |
Applied tensile load |
| Fv |
Shear force |
| Fw |
Concentrated load on a web |
| fa |
Average stress in a flange |
| fc |
Applied compressive stress |
| G |
Shear modulus of steel |
| g |
Gauge, i.e. distance measured at right angles to the direction of stress in a member, centre-to-centre of holes in consecutive lines |
| h |
Vertical distance between two rows of connections in channel sections |
| I |
Second moment of area of a cross section about its critical axis |
| Imin |
Minimum required second moment of area of a stiffener |
| Is |
Second moment of area of a multiple stiffened element |
| Ix, Iy |
Second moment of area of a cross section about the x and y axes respectively |
| J |
St Venant torsion constant of a section |
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