Transcription of Bar Splices (ACI 12.14 -- 12.16, Chapter 10 of text) …
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Bar Splices (ACI 12.14 -- 12.16, Chapter 10 of text) …
225pageCIVL 4135 Bar CutoffBar Splices (ACI -- , Chapter 10 of text) In general reinforcing bars are stocked by suppliers in lengths of 60 ft for bars from No. 5 to No. 18,and in 20 to 40 ft lengths for smaller bar sizes. For this reason, and because it is often more convenient to workwith shorter bar lengths, it is frequently necessary to splice bars in the field. Should try to: Stagger Splices ; Avoid splicing at points of maximum Splices in Tension (ACI ) transfer stress by bond from one bar to the other. The lapped bars are usually placed in contact and lightlywired so that they stay in position as the concrete is ACI Lap Splices should not be used for bars larger than No. 11 bars. Required lap for tension Splices , may be stated in terms of development in to code, use the modification factors (reduction for excess reinforcement shouldnotbe applied because that factor is already accounted for in the splice specification). Two classes of lap Splices are specified by the ACI Code.
page 225 CIVL 4135 Bar Cutoff Bar Splices (ACI 12.14 -- 12.16, Chapter 10 of text) Ingeneralreinforcingbarsarestockedbysuppliersinlengthsof60ftforbarsfromNo.5toNo.18,
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