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elongation tolerance for short tendons in post

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results for this questionFeedbackpost tensioning calculations - Concrete Engineering

May 16,2006·The 1/4 in value was the tolerance for 2-3/4 in elongation when 7% tolerance was applied and reported to nearest 1/8 in.The 1/8 in tolerance comes from Section 6.3.18 of The PTI Field Procedures Manual for Unbonded Single Strand Tendons which states the measured elongation tolerance should be within +/- 7% (or as specified) of the values shown on the approved installation results for this questionHow to calculate post tensioning?How to calculate post tensioning?post tensioning calculations.Considering post-tensioning specs call for tendons to be stressed within 7% of calculated elongation.A calculated elongation of 2 3/4 results in a possible 7% variance of 0.1925.The rub The Field Procedures Manual for Unbonded Single Strand Tendons requires that tendon elongations be measured to the nearest 1/8.post tensioning calculations - Concrete Engineering

results for this questionWhat is a post tendon elongation?What is a post tendon elongation?Elongations are a key to determining the forces inside post-tensioned tendons.Post-tensioning (PT) force is applied by calibrated hydraulic jacks and pumps.Once the force is applied and the wedges are seated,it is impractical to assess the actual force in the tendon unless special measures are carried out.Elongation Tolerance for Short Tendons in Post-Tensioned results for this questionWhat is the tolerance of elongation?What is the tolerance of elongation?of elongation and force measurements cant exceed 5% (see box on page 776).In a well-run plant,the measurements usually fall within the 5% tolerance.Signif- icant elongation variations are relatively rare,especially for straight strands, says John Kime,vice president of operations at Dukane Precast Inc.in Aurora,Ill.WellHandling out-of-tolerance strand elongations D(PDF) Post-Tensioning Tendon Installation and Grouting

A short summary of this paper. READ PAPER.Post-Tensioning Tendon Installation and Grouting Manual.Download.Post-Tensioning Tendon Installation and

11-1 P C - s d review - California Department of

= Length of tendon from point of no movement to second stressing end To compensate for slack,tendons are usually stressed to 20% of the required load before they are marked for elongation measurements.The Contractor shall submit calculations showing 80% of the total elongation.This is generally referred to as measurable elongation.11-1 P C - s d review - California Department of = Length of tendon from point of no movement to second stressing end To compensate for slack,tendons are usually stressed to 20% of the required load before they are marked for elongation measurements.The Contractor shall submit calculations showing 80% of the total elongation.This is generally referred to as measurable elongation.5.Post-Tensioning Friction Anchor Set Losses Ut expected tendon elongation.average force in the tendon,determined from calculated force variation along the tendon.total length of tendon (total length of beam is adequate) The jacking system will result in additional losses due to the seating of the wedges which anchor the post-tensioning strands.

Articles - post-tensioned concrete CCLINT

Elongation Tolerance for Short Tendons in Post-Tensioned Building Structures.A practical and rational tolerance between measured and calculated elongations is proposed,based on statistical analysis of tendon elongations from actual bonded post-tensioned building structures.Source ACI Structural Journal,July 2017Building Post-Tensioned PodiumsConcrete Construction Mar 06,2020·All the PT tendons are stressed to 33 kips of force.Stressing is typically done from one end although longer tendon can require multiple pulls or double pulls,from both ends,to reach the specified elongation.We put a mark on the tendon before it is stressed by spraying it with paint,which gives us a gauge for elongation.Calculation Of Elongation - DYWIDAG SystemsCalculation Of Elongation Ie =!www Px,0 = prestressing force of the tendon at any point distance x [kN] Px,0 = P0 e P0 = prestressing force at the stressing end [kN] gx = angle of deflection between the stressing end and at any point distance x [rad] g = [wwww ] µ = coefficient of friction (see p.5) ß = wobble angle (see p.5) Pe = prestressing force at the stressing end after

Cited by 1Publish Year 2017Author Carol Hayek,Thomas H.-K.KangTechnical Note 16 - Post-Tensioning Institute

when post-tensioning tendons are short.One reason for this is,in short tendons,normal seating losses are a significant percentage of the calculated elongation.Normal variations in seating losses in short tendons can often result in differences between measured and calculated elongation,which fall outside the range of ±7%DYWIDAG Unbonded Monostrand Post-Tensioningelongation E-modulus of the strand is 28,500ksi [195,000N/mm2],the friction coefficient is 0.07/rad,wobble factor is 0.0012/ft [0.004/m].The observed elongation should be within code tolerance.Elongations should be measured with an accuracy of 1/8 [3 mm].Equipment All DSI equipment is regularly maintained and calibrated by trainedElongation Tolerance for Short Tendons in Post-Tensioned Jul 01,2017·Keywords bonded; elongation; measurement; post-tensioned building structures; short tendons; tolerance; unbonded.Date 7/1/2017.Abstract Elongations have been used to assess the forces inside post tensioned tendons immediately after the post-tensioning operation.However,the measured elongations are characterized by a high degree of uncertainty and variability due to site

Elongation Tolerance for Short Tendons in Post-Tensioned

Request PDF Elongation Tolerance for Short Tendons in Post-Tensioned Building Structures Elongations have been used to assess the forces inside post-tensioned tendons immediately after the Elongation Tolerance for Short Tendons in PostAs a rule of thumb,elongation can be taken between 5 and 7 mm/m (0.06 and 0.084 in./ft) for tendons in slab systems whether bonded or unbonded.Based on an average of 6 mm/m (0.072 in./ft) and for tendon length of 5 and 10 m (16 and 33 ft),the elongationFile Size 448KBPage Count 8Reviewing Elongation Reports - EVstudioAug 25,2017·Which brings us to the last line in Section 18.20.1.In general,the vast majority of tendon elongations fall within the 7% tolerance,with only occasional long or short pulls.Its easy to ask that the installer re-pull the short tendons to ensure that the ram wasnt reversed early,or

Frequently Asked Questions - Post-Tensioning Institute

and measured elongations and has set a tolerance of +/- 7% to allow for these fluctuations (NOTE Because of the shorter length tendons prevalent in residential slab-on-Handling out-of-tolerance strand elongations Dchucks reset.Elongation from this added force must be recorded and added to that measured at the live end to check tolerances.If the theoretical strand elongation isnt attained when the gauge read-ing exceeds specified force by 5%,strand must be jacked to theoretical elongation from the other end of the bed.If this requires an overstress ex-Handling out-of-tolerance strand elongations Dretical elongation for a 400-foot-long strand,after initial tension of 3,000 pounds,is 30 inches.For a 55% tolerance,the measured elongation should be between 281 2 and 311 2 inches.After an initial pull of 3,000 pounds,the final jacking force read on the gauge is 25,500 pounds.Measured elongation is 305 8 inches.This value falls within the tol-

Material Properties of Post-Tension Strands AMSYSCO Post

Jan 29,2010·Post-Tensioning Institute recommends an allowable elongation range of plus/minus 7% of the Average Tendon Elongation for unbonded post-tensioning tendons.Min.Allowable Elongation = 93% of Avg.Elongation = 0.93 x (Avg.El.) Max.Allowable Elongation = 107% of Avg.Elongation = 1.07 x (Avg.El.) If we use the same 100-foot tendon with average Method Statement for Post Tensioning Friction TestJan 15,2014·Test 1 (performed on tendon 2-2) and test 2 (performed on tendon 9-9) are chosen for the friction test based on following reasons Tendon 2-2 is curve tendon,Tendon 9-9 is straight tendon,Both tendon 2-2 and 9-9 shall be stressed at the first stage of the post-tensioning process.Method Statement for Post Tensioning of Concrete Slab Jan 12,2021·A stressing elongation report shall be taken once the final stress of 80% has been completed for all tendons in the corresponding slab.When,and in the opinion of a supervisor,there is a danger to the general public or to property,special precautions in

People also askWhat is the tolerance for short tendons?What is the tolerance for short tendons?PTI Technical Notes from the PTI DC-70 Special Topics Committee (Bondy 2012) states that for short tendons,the tolerance should be ±6 mm (0.25 in) instead of a percentage.Elongation Tolerance for Short Tendons in Post-Tensioned Post-Tension Concrete - Info session for Contractors

Oct 23,2010·6.1 PTI Field Procedures Manual Published by Post- Tensioning Institute Provides procedures and details for post- tensioned concrete installation.Introduction Document Control Delivery,Acceptance,Handling and Storage Installation Concrete Placement Tendon Stressing Elongation Tendon Finishing Encapsulation Jobsite Troubleshooting Appendix 33 Post-Tension Concrete Test Science Flashcards QuizletUsed in bonded post-tensioning when ducts are filled after tendons are tensioned.It is a mix of water,cement and fine aggregate to protect strands against corrosion.It does this by replacing air which contains humidity and oxygen and it provides a basic environment for stands which inhibits corrosion

Post-Tension Elongations How Long is Too Long? - EVstudio

Sep 29,2018·Since the usual concern with elongation reports is understressed tendons,the occasional long tendon isnt a cause for great concern.We still check them theyre out of specification,after all but once you know the line that translates into permanent damage for the tendon (dont forget anchor set!),a single tendon thats a bit Previous123456NextShort-Term Elongation Variation of Posttensioned Tendons Request PDF Short-Term Elongation Variation of Posttensioned Tendons When tension is applied to steel tendons,they elongate in proportion to the tensile force,as predicted by Hooke's law.SP- 097038 (New) SPECIAL PROVISIONS FOR POSTSP-097038,Page 2 of 21 B.Anchor Plate That part of the anchorage that bears directly on the concrete and through which the post-tensioning force is transmitted.C.Anticipated Set Anticipated set is that set which was assumed to occur in the design calculation of the post

Short-Term Elongation Variation of Posttensioned Tendons

AbstractWhen tension is applied to steel tendons,they elongate in proportion to the tensile force,as predicted by Hookes law.This elongation is used by the South African standard on concrete structural works and the South African standard specification for road and bridgeworks to determine the adequacy of the force applied in a tendon.The standards prescribe an elongation variation Six Problems with Post-Tensioning Force Specifications ·Therefore,the force in each tendon is 175 ksi times 0.153 in 2 = 26.8 kips per tendon.This value is used throughout the post-tensioning industry when calculating actual number of tendons required during shop drawing creation.Tendon elongation during stressing (D) is typically considered to be 0.081 inches per foot of concrete.Some results are removed in response to a notice of local law requirement.For more information,please see here.12345NextRATIONAL APPLICATION OF THE ELONGATION TOLERANCE FOR POST The paper discusses the history or background of specifications on the elongation tolerance for post-tensioning tendons with particular application to segmental concrete bridges.Detailed discussions are presented on variations in the area and modulus of elasticity of 7-wire prestressing strand and variations in the values of tendon friction

Strand Elongation +10 % More Than Theoretical Elongation

If the average tendon elongation in a particular beam or grouping of prestressing strands is within the stated target range,no additional consideration should be taken.The deficiency in force of one individual tendon at a section may be offset by somewhat excessive force in other tendons at the same section.Stress Losses 090904 - RISAthe length of the tendon.This is the premise for the use of effective stress in design of post-tensioned members reinforced with unbonded tendons.There do not appear to be any conclusive studies that would quantify the extent of the stress redistribution however.THE FREYSSINET PRESTRESSED CONCRETE CO.LTD.FPCC Anchorages,an important component of Tendon,cater to a wide range of Prestressing forces starting from an U.T.S.of 18.75 MT to 700MT.Anchorages for larger capacity tendons and for special purposes are also available on request.The Tension members of the FPCC post

The tolerance will be plus or minus 1/4 inch if PTI provisions are followed.As you have determined,0.1925 in eigths of an inch = [0.1925 inch] x1So a tendon with a calculated elongation of 3 3/8 the correct range of 7% tolerance would be 3 1/8 to 3 5/8 even though technically both the lowThat's correct.Consider purchasing a construction master V calculator.It can compute the tolerances and max/min acceptable elongation range in 1/You have to be sensible gentlemen and use our engineering brains.You do not round the number to the near3est 1/4 if the total is in the order ofBoffintech,for sample computations on permissible elongation (with +/- 5% tolerance applied) check out Appendix H,of the PCI MNL 116--Manual forThat is what I was suggesting.For such a short tendon,1/16 should be used.And you do not round the variance as well as the measured value.rapt,do you think it prudent for the structural engineer to have a table in typical details that shows acceptable elongation ranges (min to max acPersonally,I do not think the installer/stresser should have any document listing the expected extensions or the range of expected extensions on sThanks for the responses thus far. However,a new wrinkle has emerged for the example of 2 3/4 that I used. An engineer in the office told me thtolerance,concrete Topic

Mar 01,2021·Elongation Tolerance for Short Tendons in Post-Tensioned Building Structures.Publication Structural Journal Date 7/1/2017 Seismic Column-to-Footing Connections Using Grouted Splice Sleeves.Publication Structural Journal Date 9/1/2016Transfer Lengths in Pretensioned Concrete MeasuredAug 15,2019·Elongation tolerance for short tendons in post-tensioned building structures.ACI Struct J,114 (4),795802.Article Google Scholar[DOC]SECTION 03 23 00,STRESSING TENDONS·Web viewTrimming of excess tendon length As soon as possible after tendon tensioning and satisfactory check of elongation by the COR,cut excess tendon length.Tendon length protruding beyond wedges after cutting shall be between 20 mm (0.75) and 30 mm (1.25 inches).

[DOC]SECTION 03 23 00,STRESSING TENDONS

·Web viewTrimming of excess tendon length As soon as possible after tendon tensioning and satisfactory check of elongation by the COR,cut excess tendon length.Tendon length protruding beyond wedges after cutting shall be between 20 mm (0.75) and 30 mm (1.25 inches).prestressed concrete post-tensioned concrete CCL CCLINTCCL is an expert in post-tensioned and pre-tensioned concrete technology and is the number one supplier of prestressed concrete solutions in buildings.The Company helps its partners design and build more imaginative,efficient and durable structures.tolerance,concrete TopicMar 01,2021·Elongation Tolerance for Short Tendons in Post-Tensioned Building Structures.Publication Structural Journal Date 7/1/2017 Seismic Column-to-Footing Connections Using Grouted Splice Sleeves.Publication Structural Journal Date 9/1/2016

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