"n 



CONSOLIDATED STEEL CORPORATION 183 



INDEX 



PAGES 



Allowable Variation in Weight of Sections 6 



Angles, Connection, for I-Beams and Girder Beams 133-145 



Area, Reduction of, for Rivet Holes 171 



Areas, Method of Increasing Sectional 6 



, Bearing Plates for 167 



Bending Moment, Shear and Deflection of 161 



Deflection of 162-163 



Grillage, Calculation of 165-166 



Unsupported Sideways, Reduced Loads for 77 



Beams, Bethlehem I 



Comparison of, with Standard I-Beams 37; 49 



Connection Angles for 136-137; 139; 142-143; 145 



Detail Dimensions for 154-155 



Dimensions of 29; 41 



Distance c. to c., for Equal Radii of Gyration 38; 50 



Moments of Resistance for, in Foot-Pounds 35 



Moments of Resistance for, in Kilogram-Meters 47 



Properties of 32-33; 44-45 



Safe Loads, Uniformly Distributed for 77; 82-85; 89-91 



Safe Loads for, Used as Columns 98-99; 112-113 



Safe Shear on Webs of 127-129 



Shapes of 15-19 



Standard Gauges for Rivet Holes in 154-155 



Types of Details when Used for Columns 158 



Used for Railroad Bridges 130-131 



Weights of 29; 41 



Beams, Bethlehem Rolled Girder 



Comparison of, with Girders of Standard Beams 36; 48 



Connection Angles for 134-135; 138; 140-141; 144 



Detail Dimensions for 156 



Dimensions of 28; 40 



Distance c. to c., for Equal Radii of Gyration 38; 50 



Moments of Resistance for, in Foot-Pounds 34 



Moments of Resistance for, in Kilogram-Meters 46 



Properties of 30-31 ; 42-43 



Safe Loads Uniformly Distributed for - 77-81; 86-88 



Safe Loads for, Used as Columns 96-97; 110-111 



Safe Shear on Webs of 127-129 



Standard Gauges for Rivet Holes in 156 



Types of Details when Used for Columns 158 



Used for Railroad Bridges 130-131 



Weights 28; 40 



Bearing Plates, Notes on 167 



Bearing and Shearing Value of Rivets 172-174 



Bearing Value of Plates 168 



Bending Moments, for Usual Methods of Loading 161 



