564/DEPENDENCIES/25_8data.sci


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T=10*10^3;//given,in N.mm
G1=20000;//laminate shear modulus of flanges,given,in N/mm^2
G2=15000;//laminate shear modulus of web,given,in N/mm^2
a=25;
b=50;
t1=1.5;
t2=2.5;