LIVK-1 



ooefficienta C ani //, \\hi. li are identical for several 



ben Q '! tru \\ith parallel rbofd*. The 



iui.- !<>r finding the positions of the U*fnflng and 

 stresses is exactly a.* in Pn.hl. -m I It hould be 



that 



H 



.. 



GU 



M 



BC- 



in 



JK 



DC 



\i> 

 \i 



MOO 



0000 



ooan 



OQ8M 

 QQ8M 



00600 



oiioo 







Q8S7 



i I 



. . - . ; 

 6170 





III 



: 

 



- : : 



; 



Th.- -in i- in all -i the chord member* may be checked 

 i'v use of Table 8, and the stresses in the end post and 

 l>ers may be chr.-krd l,\ T.iMr 9. The stress in 

 a^ivr- \\itii t !i<- rnaxfanuin pii r ron . : r ; ' ~ I 

 8 ni:t\ i>< uxnl to find the position of loading for tnaxinmm 

 chord stresses, and Table ti give* potation of loading for 

 maximum web stresses. 



