CORRUGATED BAR COMPANY, INC. 



SUBJECT INDEX 



PAQBS 



American Society for Testing Materials, cement specifications 186-187 



Areas— Circles 182-183 



Circular segments 174 



Column sections 157-158 



Corrugated Bars 164 



Reinforcement for slabs 148 



Triangles 175 



Various sections 168-171 



Wire 167 



Bars — Moments of inertia 160 



Reinforcing 164-166 



Specifications 18&-189 



Beams — Continuous, moments and shears 38-48 



Continuous, moment factors 196-197 



Quantities of concrete 161 



Rectangular, designing diagrams, explanation 10 



Rectangular, diagrams for values of j, k and K 16 



Rectangular, formulas 6 



Rectangular, standard notation 5 



Rectangular, tables of safe loads 79-90 



Rectangular, table of values of p, k, j and K 15 



Reinforced for compression, designing diagrams, explanation . . . 12-13 



Reinforced for compression, diagram 20 



Reinforced for compression, formulas 8 



Reinforced for compression, standard notation 5 



Span of 194r-195 



Stirrup reinforcement, table 107 



Tee, continuous, explanation of tables 59-60 



Tee, designing diagrams, explanation ? 1 1-12 



Tee, diagrams for values of K and j 17-18 



Tee, diagrams for values of k and j 19 



Tee, dimensions 195 



Tee, formulas 7 



Tee, standard notation 5 



Tee, tables of safe loads 91-106 



Wooden 173 



BENDmo and direct stress, combined 13-14 



and direct stress, combined, diagrams 21-24 



Bond — Formulas 8 



Standard notation 6 



Strength 197-198 



Brackets 194-195 



Building code requirements for live loads 51-52 



Building materials — weights of 56 



Caps for reinforced concrete piles 141-142 



Cement specifications 186-187 



Circles — Areas and circumferences 182-183 



Circular segments — Areas 174 



Circumferences of circles 182-183 



Column — Heads, diagram for volume of concrete in 162 



Sections, areas, perimeters, etc 157-158 



Spirals, pitch and percentage 150 



Spirals, standard wire and spacers 156 



Spirals, weight per foot 151-155 



Verticals, moments of inertia 159-160 



212 



