Download e-book for kindle: aci detaling manual by Ronald D. Flach

By Ronald D. Flach

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140 H-6B-Post-Tensioned Concrete Box GirderBridgebent Details .................................................... 142 H-6C-Post-Tensioned Concrete Box Girder BridgeGirder Details ........................................................... 144 H-6D-Post-Tensioned Concrete Box Girder-Slab and Girder Reinforcement ........................................ 146 H-6E-Post-Tensioned Concrete Box Girder BridgeMiscellaneous Details .............................................. 148 H-6F-Post-Tensioned Concrete Box Girder BridgeApproach Slab ..........................................................

6,7,8 (19,22,25) I6d for No. 3,4,5 (IO,13,16) n 135O 135O STIRRUP (TIES SIMILAR) STIRRUP AND TIE HOOK DIMENSIONS ALL GRADES Bar size, No. D,' in. (mrn) 90 degree hook Hook A or G, fi-in. (rnm) 3 (10) 1 1/2 (40) 4 (105) 4 (13) 5 (16) 6 (19) 2 (50) 2 1/2 (65) 4 1/2 (115) 5 1/4 (135) 6(155) 4 1/2 (115) 6 (155) 1-0 (305) 1-2 (355) 1-4 (410) 7 (22) 8 (25) 135 degree hook Hook A or G, fi-in. , fi-in. (rnrn) 4 (105) 4 1/2 (115) 5 1/2 (140) 8 (205) 9 (230) 1O 1/2 (270) 2 1/2 (65) 3 (80) 3 3/4 (95) 4 1/2 (115) 5 1/4 (135) 6 (155) 135 DEGREE SEISMIC STIRRUPTTIE HOOK DIMENSIONS ALL GRADES Bar size, No, 3 (10) 4 (13) 135 degree hook D,'in.

Is the same for all bends and hooks on a bar (except for Types 11 and 13). Fig. )-Typical bar bends. HOOK (TYP. I STANDARD HOOK (TYP. I STIRRUPS LONGITUDINAL EAR REQUIRE0 AT HOOKS AND AT EACH BEND (SECTION 1 2 . 1 3 . 3 ) STIRRUPS : (SECT. 1 2 . 1 3 . 2 . 2 1 1 . tts[JXl61EiAR AND 0 3 1 WIRE AND SMALLER. 2 . W22. 000 p s i . [300MP07. : (SECT. 31 4 O PREFERRED ARRANGEMENT FOR P L A C I N G . ~~7A . tf2Z. 000 p s i . [3OOMPO]. REOU IREMENTS m - - - ~. dr MIO-HEIGHT OF MEMBER, h/2 -- - - - - - - (SECTION 1 2 .

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aci detaling manual by Ronald D. Flach


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