174 



CAMBRIA STEEL. 



PROPERTIES OF VARIOUS SECTIONS. 



Sections. 



Area of Section. 



Distance from Neutral 



Axis to Extremities 



of Section. 



x and xi 



bd - h (b - t) 



bd ~ h (b - t) 





bd - h (b - t) 



bd - h (b - t) 



2bs+ht 

 -2A 

 = b x 





td -f s (b - t) 



bs + ht 



dt + 8(b-t) 



2A 

 xx = d x 



bs + ht + bis 



-t) (2d-s) 



2A 

 xi = d x 



3bs*+ 3th (d + s)+h(ti-t) (h+3s) 



6A 

 xi = d x 



