CORRUGATED BAR COMPANY, INC. 





-.187 



P P P 



•175 ,,50 I inft ,^-65_.. j^%175 





^• 



t ^^ 



158 \46 



-.119 



' ".60" 



.119 



■.64 » -.158 



V^ 



Loads at Middle Points 



•e'p|mL-r"irrf-=^ 



Ull L 1U67 





/•^ife^f ^/--"'-f n,« T 4^-A 122 f ^/--'-'-f OQ.? ^-28^ bii^.240 



146 !-' r076 



T -'iiiiiJ^i -^L.:*^.. '-"i-^n '■«'L:<iki8 



Loads at Third Points 



1.03 





1.87-j>j 



1.50 



1.11^277^.303f ^^--f ^ .T ^^'-^-^^ ^^.f ^rf-C»..^,„^1.89:"T ^^ 



cr^ 



•,™i.<i06 U.4=f^ -fe- 



^'™f";i;^Wi.07H 



.394 





Loads at Middle and Quarter Points 

 Diagram 12 

 Moment coeflScient of PI and shear coefficient of P for continuous beams of equal 

 spans supported at the ends and loaded as indicated. 



46 



