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

By Ronald D. Flach

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760 rnrn) 5 = 11 in. (25 rnrn) for diameter > 30 in. 5% x " O dimension, 2 i 2 in. (50 mrn) minimum * I DEVIATION* 2 Note: All tolerances single plane and as shown. rom the opposite parallel dimension more than 1/2in. (15mm). Angular deviation-maximum i 2-1/2degrees or i 1/2 i d f t (40mdm), bMnot less than 1/2in. (15mm) on all 90 degree hooks and bends. If application of positive tolerance to Type 9 results in a chord length 2 the arc or bar length, the bar may be shipped straight. Tolerances for Types Sl-S6,S11,Tl-T3, T6-T9 apply to bar size No.

Dr MIO-HEIGHT OF MEMBER, h/2 -- - - - - - - (SECTION 1 2 . 1 3 . ~- - h T MORE D I F F I C U L T FOR P L A C I N G MOST D I F F I C U L T FOR P L A C I N G AND F A B R I C A T I N G N0TE:SECTIDN NUMBERS REFER TO AC1 3 1 8 1318MI. Fig. 1 1-ACI requirementsfor anchorage of open stirrups. ~~ CONFINEMENT ONE S I D E ( S P A N D R E L BEAM W I T H S L A B ) NO CONF I NEMENT CONFINEMENT BOTH S I D E S ( I N T E R I O R BEAMS) RECOMMENDED E F F E C T I V E S I N G L E TWO-PIECE CLOSED S T I R R U P S - T O R S I O N AND SHEAR í I SOLATED BEAM 1 CONFINEMENT CLASS B END ANCHORAGE OF BOTH V E R T I C A L LEGS AND TOP CLOSURE PER S E C T I O N 1 2 .

LL O I Y N S I U S IRE all IO all --`,,,,,`,`,,`,,,,`,,``,`,`,``,-`-`,,`,,`,`,,`--- Copyright American Concrete Institute Provided by IHS under license with ACI No reproduction or networking permitted without license from IHS Licensee=SAUDI ELECTRICITY COMPANY/5902168001 Not for Resale, 07/24/2006 22:49:02 MDT h n n A DRAWING SS-ONE-WAY CONCRETE JOIST FLOOR (STRUCTURAL DRAWING) Beams are marked individually on the plan, for example, “1B1,” with all beams that are essentially identical given the same mark.

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aci detaling manual by Ronald D. Flach


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