TOWERS AND TANKS FOR WATER-WORK'S. 



post is -, acting in a line parallel to the direction of the wind, 

 These shears are represented by the arrows marked s. 



These horizontal loads, c and s, are transmitted to the foun- 

 dations by the tower frame. To determine the stresses resulting, 

 the loads must be resolved into their components lying in the 

 planes of the sides of the tower. These components are shown 

 by the dotted arrows (Fig. 36). In like manner the panel loads 



