Ronald D. Flach's aci detaling manual PDF

By Ronald D. Flach

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By Ronald D. Flach

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Two bars in each E W face are extended upward and lapped with #25 bars above. The column ties are as shown in the typical 12-bar column detail with one circumferential tie (10T19), and one pair of interior single leg ties, in each direction (10T8 and 10T10). The column size and reinforcementgoing to the next lift (frst to second floor), the story above has a 20 x 20 in. column with 8 #22 vertical bars. This time the offset is all in one direction (see sketch,) and all the bars in the west face are terminated, with three dowels needed to match up with the bars above.

They are in no way to be used as structurai designs, although, in general, they meet the requirements of AC1 318 or those of the AASHTO specifications or Caltrans requirements. The sample structurai drawings emphasize how the engineer should clearly indicate design requirements and convey necessary information to the detailer, including specific locations of cutoff points and amount of steel. 11. E. Licensee=SAUDI ELECTRICITY COMPANY/5902168001 Not for Resale, 07/24/2006 22:49:02 MDT 1J-3 1J-4 Io JCUE MS UE This example assumes the forming pans are being furnished by someone other than the reinforcing bar supplier.

On Types 3, 5, and 22. it should be shown. 4. Hdimension stirrups to be shown where necessary to fit within concrete. 5. Where bars are to be bent more accurately than standard fabricating toler- ances, bending dimensions that require closer fabrication should have limits indicated. 6. Figures in circles show types. 7. For recommended diameter ? 1 ; for recommended hook dimensions, see Table I . 8. Type SI through S6, SI 1, T I through T3, T6 through T9: apply to bar sizes No. 3 through 8 (No.

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aci detaling manual by Ronald D. Flach

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