INDEX TO TAB1 



NO. 



uvlard loadings 

 2 Lengths, loads, load sums, and moment sums from I to too ft 



for five standard loadings 

 8 Position of Cooper's loadings for maximum ptrr reaction 



fflMffj and unequal beam fpant 



4 Position of Cooper's loadings for 



ment in beam spans . 



5 Position of Cooper's loadings for maximum end 



6 Position of Cooper's loadings for maximum panal shear 



. equal panels 



7 Maximum momenta, shears, and pier reactions for beam snan 



Cooper's 40 and 50 loading* 



8 Maximum momenta at panel points of trass hiMpsj HM"" 



9 Maximum shnr* in 

 1<> Maximum txnding moments at Moot intervals of 



1 1 Maximum In-nding moments at Moot intervals of 



JHO lolling . . nu 



12 Maximum bending moments at Moot intervals of tiiasjs nsum'i 



4BO loading IO4 



18 Maximum pier reactions for equal and 



Cooper's 40 loading 

 1 1 Maximum pier reactions for equal and 



Cooper's 50 loading 



15 Maximum pier reactions for equal and 



Cooper'* /it*) Ruling IIO 



16 Equivalent uniform toads-Cooper's JMO loading . 1 1 : 



17 Equivalent uniform loads Cooper's 80 loading ..... 114 



18 Equivalent uniform loads Cooper's 60 faadfag ll 

 10 Influence-line ordinates for bending moments at Moot intsrab of 



bcnmnpaiw 11^ 



20 Reciprocals of influence-line ordinatas for bending mnninUi a J4oa 



vals of beam spans l. 



21 Bending momenta at Moot intervals of beam spaa* due to a onH 



uniform load . : ' 



