

INDEX. 365 



ART. PAGE 



>perties and Relations of 30 35 



Forth Bridge 124 228 



Girder Defined 2 1 



Deflection of Chap. VII 127 



Forms of 70 97 



Lateral Systems 160 317 



161 318 



Position of Load for Maximum Moment 100 164 



101 165 



144 289 



145 291 



Shear 102 166 



" 151 295 



Stresses in Chap. VI 91 



79 118 



With Flange Plates, Deflection of 86 134 



Girders and Beams Loaded and Supported in Different Ways 



Chap. VIII 144 



Graphic and Algebraic Methods Compared 43 50 



Graphical Application of the Criteria 157 312 



Solution, Method of Sections by Moments 61 82 



Determination of Reactions 46 56 



Methods, Rules to be Observed 44 51 



Method of Sections for Uniform Load 64 87 



Method, Stresses in a Camel Back Truss 137 275 



Graphic Statics, Method of Lettering 53 72 



Stresses by Sections, Culmann's Method 60 80 



Gravity Axis 71 99 



Half Deck Bridge 121 218 



Half Hip Truss 123 225 



Stresses in 133 255 



Hardening Effects of Non-elastic Deformation 27 30 



Hardness, Causes of in Iron and Steel 25 28 



High Truss 121 218 



Highway Bridge Dead Loads 125 234 



Highway Bridge Live Loads 126 234 



Hinge Defined 46 59 



Hip Vertical Maximum Stresses 152 296 



Hooke's Law ' 8 5 



Horizontal Forces, Stresses in Bridges from Chap. XIV 316 



Horizontal Shearing Stresses 75 108 



Howe Truss 89 



118 207 



123 222 



How Shearing Stresses Occur 17 14 



