100 



i.i\ i. -LOAD M m-;sSB8 



TAHi.i: 10 



MAXIMUM BENDING MOMENTS IN GIRDER BRIDGES \\ max t I i-">n-Hi \M-, 

 COOPER'S 40 LOAIHN.. 



in Thousands of Foot-lNmn.l- p.-r l(:ul 

 h 



For Ji and J, each > 142 ft. M - li 1 2 + 3800 



