x TABLE OF CONTENTS. 



NUMBER PAGE 



7. Use for reviewing slab designs 198 



8. Use for continuous rectangular beams 200 



9. Use for T-beams 202 



10. Use for T-beams 207 



11. Use for rectangular beams with steel in top and bottom 208 



12. Use for columns 210 



13. Number of rods and sectional area in square inches for beam and 



column reinforcement 211 



14. Hooped column reinforcement 212 



15. Maximum diameter of round or square stirrups 213 



16. Minimum length of embedment of inclined rods 213 



Diagrams 



1 . Use for design of rectangular beams 223 



2. Curves for j and k for rectangular beams 224 



3. Spacing of round rods in slabs 225 



4. Spacing of square rods in slabs 226 



5. Bending moments for uniformly distributed loads 227' 



6. Use for designing slabs 228 



7. Use for rectangular beams 230 



8. Use for T-beams 233 



9. Use for T-beams 234 



10. Use for rectangular beams with steel in top and bottom '. .... 235 



11. Use for rectangular beams with steel in top and bottom 236 



12. Use for columns 237 



13. Bending and direct stress compression over whole section . . . . 238 



14. Bending and direct stress tension over part of section 239 



15. Bending and direct stress tension over part of section 240 



