BEAMS OF CONSTANT CROSS-SECTION 

 Beam Fixed at Both Ends. In this case, 



M= - 



63 



and 



or 



FIG. 41 6. VERTICAL SHEAR. 

 FIG. 41. 



M s = - Wl(k - 2/c 2 +k*)-- - 



l-s 



. . (96) 



