aci detaling manual - download pdf or read online

By Ronald D. Flach

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150 mm), one untied bar may be located between each tied group of three and between a tied group and a corner bar. Fig. 13-Standard column ties applicable for either preassembled cages or field erection. iTYP. )-NOTE 3 VAR I ABLE 17 BARS SPACING > 6 " [ 1 5 0 f ~ d 10 OR 1 4 EARS (NOTE 7 ) @ OR 1 2 RAR5 (NOTE 7 1 9 SEE NOTE 1 16 OR 20 B ARS (NOTE 7 1 1 4 OR 1 8 BARS (NOTE 7 ) (NOTE 7 ) 2LWis 2 4 BARS SPECIAL - SHAPED COLUMNS ROUPEO 2 PCS I SPECIAL WALL-LIKF COLUMN SPECIAL CORNER COLUMN Notes: 1.

134 H-SA-Precast Pretensioned Box Sections-Details ..... 136 H-6-Post-Tensioned Concrete Box Girder Bridge-General ...................................................... 138 H-6A-Post-Tensioned Concrete Box Girder Bridge-Abutment Details ........................... 140 H-6B-Post-Tensioned Concrete Box GirderBridgebent Details .................................................... 142 H-6C-Post-Tensioned Concrete Box Girder BridgeGirder Details ...........................................................

Minimum lap shall be 12 in. (300 mm). 3. B indicates bundled bars. Bundles shall not exceed four bars. 4. Elimination of tie for center bar in groups of three limits clear spacing to be 6 in. (150 mm) maximum. Unless otherwise specified, bars should be so grouped. 5. Note to ArchitectlEngineer: Accepted practice requires that design drawings show all requirements for splicing column verticals, that is, type of splice, lap length if lapped, location in elevation, and layout in cross section. 6. Note to Detailer: Dowel erection details are required for any design employing special large vertical bars, bundled vertical bars, staggered splices, or specially grouped vertical bars as shown.

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aci detaling manual by Ronald D. Flach


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