CORRUGATED BAR COMPANY, INC. 



1. Cantilever Beam. Concentrated load. 



i<-o— >. 



Ri 



i^ X- 



1- 



Moment Diagram 



Ri =P 



Mx =P(x-a) 



Mra=P{l-a) 



p. =^^- 



"" \2{l-a) 

 D =^(2L3-3aL2+a3) (Right end) 



Shear Diagram jy 





Wi 



^j(L-ay (At load P) 



2. Cantilever Beam. Uniformly distributed load. 



IV pounds per foot ■ 



R^ =jy = wl=V, 

 Vx =wx 



Mx= — 



wP Wl 



Wta 



11 



6/2 



D =^ 

 SEI 



Shear Piagram 



3. Cantilever Beam. Load increasing uniformly to fixed end. 



, w pounds per foot 



Mx = 



21 



Moment Diagram ,, wl^ TV I 



V)m 



11 

 2/2 



agram ^ - ^q^j 



28 



