Standard 90 Degree Hook Rebar

A stirrup hook is further qualified in 318 11 section 12 13 2 1 as establishing the required anchorage when said hook encloses a longitudinal bar.

Standard 90 degree hook rebar.

Specimens 90 and 180 degree standard reinforcing hooks were placed at varying angles to compare the angle of tilt and to compare the two hook types. This rebar is grade 40 and has minimum yield strength of 40 000 psi. 16 bar and smaller 90 degree bend plus 6db extension at free end of bar. This rebar is bent at a 1 ft.

Bent at 90 angle. 3 14 12 4d 12 6 keywords. Allowable stress design building codes confinement rein forcement development embedment joint reinforcement reinforcing bars. The 90 degree hooks with 12 bar diameter extensions are what we usually see drawn in typical details.

Show details of the standard 90 and 180 hooks. These bending details are shown if too sharp a bend is put into the bars they may in figure 7 12 there are many different types of crack or be weakened. 7 covers these requirements based on the 2003 and 2006 editions of the ibc. Twelve single bar specimens and twelve multiple bar specimens each containing either no.

Rebar is designed to help provide expansion and contraction support for concrete. When reinforcing bars are bent caution must for the different bar sizes and for the various be exercised to ensure the bends are not too sharp. Details of the standard 90 and 180 hooks specified in sections 7 1 and 7 2 of the aci code. Get vip membership now.

Stirrup and tie hooks have a sub definition for 135 degree bends. Aci standard hooks for stirrups. Tek 12 6 splices development and standard hooks for concrete masonry ref. 90 degree bend plus 12db extension at free end of bar.

The design is based on the reinforcement attaining the yield stress so the reinforcement must be properly bonded to the concrete for a finite length in order not to slip. Standard hook 180degree ad free. 6d d d d d d d d h h detailin g dimension detailin g dimension a or g hoo k a or g hook a or g 6d for 3 4 5 12d for 6 7 8 6d 3 min. Development length for reinforcement.

Construct each framing system has been designed based upon four typical live loads 1 9 kpa 2 4 kpa 2 9 kpa 4 8 kpa and a superimposed dead load of 1 0 kpa.