INDEX. 



ART. PAGE 



Algebraic and Graphic Methods Compared 43 50 



Method for Stresses 50 67 



Solution of Stresses in a Truss 58 77 



Angle 6 How Measured 50 70 



Any Number of Forces in Equilibrium 34 40 



Application of the Equations of Equilibrium 40 45 



Of the Laws of Equilibrium to the Structure as a Whole .... 



Chap. IV 55 



Of the Laws of Equilibrium to a Part of a Structure, Chap. V 67 



Of Loads 5 3 



Arches 124 230 



Reactions for Three-hinged 46 60 



Arch Roof Trusses 118 209 



Assumptions in Stresses in Girders -. 79 119 



In the Theory of Flexure 68 94 



Axes of Symmetry 73 105 



Principal 73 105 



Baltimore Truss 123 224 



Stresses in 136 260 



154 305 



Beam Continuous for Three Spans, Maximum Live Load Moment 107 170 



Continuous for Three Spans, Maximum Live Load Shear. . . . 105 169 



Continuous for Two Spans, Maximum Live Load Moment . . 106 169 



Continuous for Two Spans, Maximum Live Load Shear 104 167 



Defined 2 1 



Deflection due to Shear 87 135 



Deflection for Uniform Load 83 130 



Deflection of a Cantilever 82 129 



Deflection for any Number of Loads 85 132 



Deflection for Concentrated Load 84 131 



Deflection of, with Variable Cross-section 86 134 



Moments and Shears 93 155 



Moment in 57 77 



Of Any Cross-section, Moment of Resistance 70 96 



Of Rectangular Section, Bending Stresses 69 96 



Principal Stresses in 76 112 



77 116 



Point of Maximum Moment in 74 108 



359 



