USEFUL DATA 



22. Beam Fixed at One End, Supported at Other. Load increasing uniformly 



..|^^^u; pounds per foot to fixed end. 



^' -To 



wl 



V — — *^ 

 " "10 21 

 .. wlx mr* 

 ^^ = lO - "6^ 



Moment 

 MjT>^Piagram 



- «'- -*J 



Shear Dia^am 



^; %TTTTii :::^2 





X' 



0.4474/ 

 0.031 wl^ 



15 

 0.775/ 



23. Beam Fixed at One End, Supported at Other. Uniformly distributed load. 



w pounds per foot 





Fx = —wl—wx 



o 



3fx = f (3/-4X) 



M„ 



128 



w;/2 



i2il 



P^J^I^ 



Shear Dia£nram 



Xo =jl 



D = 



f ' 



0.4215/ 

 0. 0054 u?L* 



EI 



24. Beam Fixed at Ends. Load increasing uniformly to one end. 



w pounda per foot 



_7wl 



Mm 



4'\J^ 



Shear Diagram 



^* - 20 2/ 



xo =0.548/ 

 Mm =0.0215ic/* 



CLO " 60 Col 



35 



