Info
is
h
is
¿eff
is
following symbols are used in section 7:
the crosssectional area of member i (i = 0, 1, 2 or 3);
the shear area of the chord;
the effective shear area of the chord;
the system length of a member;
the design value of the resistance of the joint, expressed in terms of the inplane internal moment in member i (i = 0, 1, 2 or 3);
the design value of the inplane internal moment in member i (i = 0, 1, 2 or 3);
the design value of the resistance of the joint, expressed in terms of the outofplane internal moment in member i (i = 0, 1, 2 or 3);
the design value of the outofplane internal moment in member i (i = 0, 1, 2 or 3);
the design value of the resistance of the joint, expressed in terms of the internal axial force in member i (i = 0, 1, 2 or 3);
the design value of the internal axial force in member i (i = 0, 1, 2 or 3); the elastic section modulus of member i (i = 0, 1, 2 or 3); the plastic section modulus of member i (i = 0, 1, 2 or 3); the overall outofplane width of RHS member i (i = 0, 1, 2 or 3); the effective width for a brace member to chord connection;
b 
is 
the 
be,p 
is 
the 
bp 
is 
the 
bw 
is 
the 
di 
is 
the 
dw 
is 
the 
r 
is 
the 
Sb 
is 
the 
Syi 
is 
the 
fy0 
is 
the 
g 
is 
the 

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