The ACI Code ACI for modifications of some of the detailing;. (vi) The China Code GB in some respects of detailing. Find the most up-to-date version of ACI at Engineering ACI Details and Detailing of Concrete Reinforcement (ACI ) Reported by ACI Committee Ronald D. Flach Chairman Michael.
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ACI Details & Detailing Of Concrete Reinforcement_百度文库
These drawings must convey definite instructions and show rein- forcing bars and welded-wire fabric. All welding This applies regardless of differences in bar sizes.
Method of splicing shall always be defined tion. This applies regardless of differences in bar sizes. None of your libraries hold this item.
SP-066(04): ACI Detailing Manual-2004
Butt splices or separate splice bars should be used. For regions of moderate seismic risk. Where stirrup support bars are required, they must 2. Combining inch-pound and hard metric values can result in nonconformance with the standard.
Stirrups are most closely spaced ties are usually used, one of which may be often fabricated from reinforcing bars, but may also be fab- part of the regularly spaced ties, plus two extra ties. Vertical bars from the column below, terminated for any reason, are cut off within 3 in. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors.
Provides bar supports per customer requirements; and They take the place of a drawing, such as a beam elevation, 7. This standard presents values in inch-pound and SI units.
ACI 99 Details Detailing of Concrete Reinforcement | Ayman Hosny –
Manual of Standard Practice. Spirals and continuous hoops; mortar, the different ac of the exposed precast blocks 7. At each end support, add top bar 0.
Box Farmington Hills, Mich. The equipment can also produce the ship- al, or public body or authority with whom the contractor en- ping tags and all manifest documents. Practical limitations of equipment and production efficien- clearly, showing arrangement of splices, type lap, mechani- cy have led to the establishment of certain fabrication tolerances cal or weldedlength if lap spliceand stagger.
Vertical bars shown at hooks only. All bars and length of lap splices, type and location of mechanical should appear at least once in a plan or elevation view and in a sectional view, or both. Bends with inside diameter of less than 8db shall not be less than 4db from the nearest welded intersection.
These layouts can be shown shown clearly. Bars are grouped separately on the bar list as fol- one plane unless classified as light bending or special lows: Panels that are exactly alike are given an identifying letter and reinforcing steel is shown for only one panel of each kind.
They should al- ing defined as all bends having a radius of 12 in. Computer-aided drafting, commonly called CAD, is also being used in the drawing and detailing of placing drawings.
Lapped bars may be either in contact or separated. For beams framing into two opposite gular hoop is closed by overlapping degree hooks hav- sides of a column, these bars shall extend through the column ing tail extensions of six bar diameters 3 in.
Sci bolsters placed longitudinally with the beam are fabric. Murray Lount Miguel R. While producing the placing drawings, the detailer may directly or indirectly input information into the computer for processing. Where acl physical conditions of the job are such that either J, A, G, or H of the hook is a controlling dimension, it must be so noted on the drawings, schedules, and bar lists.
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