53 



INDEX 



Abutting joints 153 



Acceptance 193 



Accessibility of parts 58 



Accuracy of punching for reamed work 146 



reaming and drilling 148 



Allowable Unit Stresses 45 to 53 



variation in weight 178A 



Anchor bolts placing of 229 to 231 A 



spans 136 



viaduct bents , 99 



Angles in compression 63 



Annealing 174, 175 



Application of paint 208, 239 



Arrangement of splice materials 123 



Assembling reaming after 147, 150 



shop 150, 151 



Authority of Inspectors 192, 242 



Axial and bending stresses combined 42, 43 



Axial stresses combined . . . . 38 



Ballasted decks 19, 23, 41 



Bearing surfaces planed 172, 173 



Bearing Unit Stresses allowable 50 



Bed and shoe plates spans 134, 135, 173 



viaduct bents 97, 98, 173 



Bending and axial stresses combined 42, 43 



Bending Unit Stresses allowable 48 



Bents rocker 92 



Blow holes in castings 175 



Bolts anchor 99, 136, 229 to 231A 



turned 113, 163, 219 



Boring eye bars 165 



Bottom struts viaduct bents 97 



Brace frames D. T. spans 87 



D. P. G. spans 88, 95 



Bracing bottom struts on viaduct bents 97 



clearance below deck ties 85 



D. P. G. spans 88 



D. T. spans 87 



design of 81, 82 



laterals 83, 84 



portal 86 



spans on viaducts 95, 96 



stringers 89 



sway bracing 86, 87, 88 



T. P. G. spans 83, 90, 91 



T. T. spans 83, 84, 86 



B. & B. Masters supervision of erection 242A 



Brushes for painting 206A, 238A 



Burrs, removal of 145, 149 



Calculations dimensions for 25 



Ca mber 137 



Ca stings general 175 



Unit Stresses allowable, bending 48 



Caulking 159, 218 



Cer trif ugal forces 26, 34 



Chip ping 141 



Cleaning steel for painting field 232 



shop 201 



Clearances bracing under deck 85 



track 15, 16, 17A 



Columns allowable compressive stress in 47 



Combined stresses axial 38 



axial and bending 42, 43 



Compression flanges 67, 68 



members forked ends in 102 



rivets in ends of 107 



tie plates & diaphragms. 124 to 129 



Compression members splices 117, 118 



transverse shear in 127 



Unit Stresses allowable 47 



Computed weight 179 to 182 



Concrete bearing on 50 



metal surfaces encased in ........ 200A, 234A, 235 



Connections field 150 



minimum 119 



strength of 116 



stringer 120 



Contractor definition of term 6A 



Cost of testing 191, 194 



Countersunk rivets allowable Unit Stresses 51 



Cover plates flange 68, 70 



rivets in 109 



Crimping 01 stiffeners end 73 



intermediate 77 



Curves deck spans on 15, 17B 



Damaged material 215 



Dapping of deck ties 21B 



Dead loads 26, 27 



Debris removal of 21 1A 



Decks fastenings 21B 



floor iron 24 



provision for heavy 41 



solid 23 



timber 21A, 21B, 22 



type of . 20A 



D. P. G. spans bracing 83, 84, 88 



Deck spans on curves location of track centre 17B 



Deck timber framing and placing of 221 



kind of 22 



supplying 222A 



D. T. spans bracing 83, 84, 87 



Definitions Contractor 6A 



Engineer 3A 



Inspector 4A 



Railway Company 2A 



Depth of girders viaducts 93 



Derrick car 231C 



Diagonal tension in webs of girders 52 



Diameter of rivets 105, 105A, 111 



Diaphragms and tie plates 124, 125, 126 



Dimensions for calculations 25 



Disc bearings 134 



Drawings approval of 10, 12B 



correctness of 10 



sizes of 12C 



to govern 9A 



Drain holes 59 



Drifting of holes 143, 151 



Drilled holes 142, 149, 150 



Drilling and reaming accuracy of 148 



Driving and pilot nuts 168 



Duties Government excise 12D 



Eccentricity, due to curved track 29 



Edge distance for rivets 110 



End floor beams 79 



stiffeners 73 



struts 80 



tie plates 125 



Engineer definition of term 3A 



Erection marks painting of 203 



Erection work included 210, 210A, 211A 



Existing structures removal of 226, 227, 228 



Expansion provision for in pier members 130 



rollers 50, 131 



