INDEX 



Adhesion, of concrete and steel, 27-29 

 working values of, 86 



Bars (see steel) 



Beams, arrangement of, 142, 143 



assumptions in common theory, 47-49 



bending and direct stress in, 241-249 



bond stress, 71, 74 



compression reinforcement in, 157-159 



continuous, 130-134 



deflection of, 124-128 



depth of concrete below rods, 109 



design of a continuous beam at the supports, 159-164 



diagonal tension failures of, 74, 77-78 



diagrams (see Table of Contents) 



distribution of beam and slab load to girders, 141, 142 



distribution of slab load to cross-beams, 140, 141 



double reinforced, 157-159 



economical proportions, rectangular beams, 128, 129 

 T-beams, 151, 152 



flexure and direct stress in, 241-249 



flexure formulas for reinforced concrete, 52-62 



formulas, 112, 113 



horizontal bars bent up for web reinforcement, 99-103 



inclined tensile stresses, 65-68 



inner forces in a homogeneous beam, 39-46 



methods of web reinforcement, 68-71 



notation, 111, 112, 126, 127, 151, 158, 160 



plain concrete, 49-52 



points to bend horizontal reinforcement, 105, 106 



ratio of length to depth for equal strength in moment and shear, 109, 111 



rectangular, 39, 134 



restrained, 129, 130 



shear failures of, 74, 77, 78 



shearing stresses, 63-65 



shear reinforcement for, 68-71 



steel in top and bottom, 157-159 



stirrups (see vertical stirrups) 



tables (see Table of Contents) 



T-beams (see T-beams) 



tests, 74-84 



transverse spacing of reinforcement, 107-109 



vertical and inclined reinforcement, 90-93 



vertical stirrups, 93 



vertical stirrups and bent rods combined, 103-105 



web reinforcement in, 68-71 



working stresses, 84-89 

 Bending and direct stress, compression over whole section, 244, 246 



tension over part of section, 246-249 



theory in general, 241 

 Bending test for steel, 24 



251 



