206 



CAMBRIA STEEL. 



PROPERTIES OP 

 STANDARD ANGLES. 



UNEQUAL LEGS. 



6 



Section 



Thickness. 



Weight 

 fi 



Area 



of 



Section. 



Distance of Center 



of Gravity 

 from Back of 

 Longer Leg. 



Moment 

 of Inertia 

 Aiisl-L 



bza 



Pounds. 



Sq. Ins. 



Inch. 



Inches.* 



A101 



A103 



623 



A105 



A107 



6 x4 



2.58 

 2.83 



3-51 

 3.71 

 3.91 



4.05 

 4.45 

 4.83 

 5.20 

 5.55 

 5.89 

 6.21 

 6.62 



3.34 

 3.81 

 4.25 

 4.67 

 5.08 

 5.47 

 5.84 

 6.20 

 6.55 

 6.88 

 7421 



4.90 

 5-60 

 6.27 



8.11 



8.68 



9.23 



9.75 



10.26 



10.75 



