If 



STRESSES IN SHALLOW BINS. 



0' - o 

 tf-htK 



FIG. 3. 



TABLE III. * 

 CONSTANTS FOR STEEL PLATE BINS, CASE 3. 6 = 4>. 



301 



(13) 



Case 4. Wall Sloping Outward. < 90 + <*>'. Surface Level. Fig. 4. 



sin* (6 <t>) 



f = 



in (</> + 0') sin 0V 

 - + g) rin 



FIG. 4. 



Case 5. Wall Sloping Outward. 6 < 90 + <*>' Surface Surcharged. Fig. 5. 



sin* (6 - *) 



P' 



sm 



sn - 



(M) 

 (15) 



JV - P'-cos*' 



(16) 

 (17) 



