102 



STRESSES IN A TRANSVERSE BENT 



stresses in the different members of the bent for (i) dead load plus max- 

 imum snow load; (2) dead load plus wind load, Case 4; (3) dead load 

 plus minimum snow load plus wind load, Case 4; and (4) a vertical 

 dead load of 40 Ibs. per sq. ft. horizontal projection of the roof are given 

 in Table VI. The stresses which control the design of the members 

 may be seen in Table VI. By comparing these values with the stresses 

 given in the last column the accuracy of the equivalent load method can 

 be seen. 



TABLE VI. 



