Teaching Materials  


  Introduction
  Author
  Notations
  Contents
 
NOTATIONS

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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