The Planning And Construction of High Office Buildings

Cover The Planning And Construction of High Office Buildings
The Planning And Construction of High Office Buildings
Wm H William Harvey Birkmire
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2 17. 9 16. 7 12 32 32. 6 28. 0 24. 5 21. 8 19. 6 17. 8 16. 3 i ?. I 14. 0 13. 1 ' 33 34. 4 28. 6 24. 6 21. 5 19. 1 ] 7- 2 15. 6 14. 3 13. 2 12. 3 11. 5 io 25 26. 2 21. S 18. 7 16. 3 14. 5 I3. I II. G 10. 9 io. I 9. 3 8. 7 9 27 26. 2 21. S ' 18. 7 16. 4 14. 6 I3. I n. G 10. 9 to. I 9. 4 : 8. 7 9 21 20. O 16. 7 14. 3 12. 5 i i. I 1O. O 9. 1 8-3 7. 7 7. 1 6. 7 8 1 8 15. 1 12. 6 10. 8 9. 4 V4 7. 6 6. 0 f) -3 5. 8 To illustrate the application of the table, take a founda- tion carrying a load of 40...0 tons on a soil capable of carrying 2 tons per square foot. The required area of the footing will be 200 square feet. If a square footing is used, a square with i-j-ft. Sides has an area of 196 square feet, and will be assumed as ample. The upper layer of beams will be proportioned first. The base-plate resting upon the upper layer will be 224 THE PLANNING AND CONSTRUCTION OF assumed as 4 feet square; then in this case R is 4 ft. , L is 14 ft. , and L B 10 ft. The upper layers will be assumed to con- sist of five beams, as this number is the greatest that will pro- vide sufficient space between the flanges of the beams to per- mit satisfactory ramming of the concrete filling.

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