{"id":293373,"date":"2024-10-19T19:55:58","date_gmt":"2024-10-19T19:55:58","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-67442001a22009\/"},"modified":"2024-10-25T17:06:38","modified_gmt":"2024-10-25T17:06:38","slug":"bs-67442001a22009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-67442001a22009\/","title":{"rendered":"BS 6744:2001+A2:2009"},"content":{"rendered":"

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nBRITISH STANDARD <\/td>\n<\/tr>\n
2<\/td>\nCommittees responsible for this British Standard <\/td>\n<\/tr>\n
3<\/td>\nContents <\/td>\n<\/tr>\n
5<\/td>\n1 Scope
2 Normative references
3 Terms, definitions and symbols
3.1 Terms and definitions <\/td>\n<\/tr>\n
7<\/td>\n0.2% proof test <\/td>\n<\/tr>\n
8<\/td>\n3.2 Table of symbols
Symbols <\/td>\n<\/tr>\n
9<\/td>\n4 Designation
4.1 The steel designation numbers used in this standard shall be defined in accordance with BS EN 10088-1.
4.2 The products covered by this British Standard shall be designated in the following sequence:
5 Standard sizes
Standard sizes
6 Dimensions, mass and tolerances
6.1 Effective cross-sectional area and mass per metre run <\/td>\n<\/tr>\n
10<\/td>\nNominal cross-sectional area and nominal mass per metre run
Tolerances on mass per metre run
6.2 Length
7 Steelmaking process
8 Chemical composition
8.1 Cast analysis <\/td>\n<\/tr>\n
11<\/td>\nStainless steel bar chemical composition (cast analysis) % by mass <\/td>\n<\/tr>\n
12<\/td>\n8.2 Product analysis
9 Surface quality
10 Surface geometry
10.1 General
10.2 Relative rib area
Minimum relative rib area, f
10.3 Geometry of rib <\/td>\n<\/tr>\n
13<\/td>\n11 Conditions of supply
11.1 Ribbed bar shall be supplied in coil or straight lengths, or fabricated in accordance with BS 8666 in the following conditions:
11.2 Plain bar shall be supplied in coil or straight lengths, or fabricated in accordance with BS 8666 in the following conditions:
12 Mechanical and physical properties
12.1 Tensile properties
Tensile properties
12.2 Total elongation at maximum force,
12.3 Bend test <\/td>\n<\/tr>\n
14<\/td>\n12.4 Fatigue test
12.5 Additional test requirements
13 Retests
14 Product identification
14.1 Product marking
14.2 Product labelling <\/td>\n<\/tr>\n
15<\/td>\n(normative) Determination of the effective cross-sectional area and mass per metre run of ribbed bars
(normative) Determination of the effective cross-sectional area and mass per metre run of ribbed bars
Uniform cross-sectional area
Variable cross-sectional area <\/td>\n<\/tr>\n
16<\/td>\n(informative) Guidance on grade selection to prevent corrosion
(informative) Guidance on grade selection to prevent corrosion
Guidance on the use of stainless steel reinforcement for different service conditions
(normative) Measurement of the geometrical characteristics
(normative) Measurement of the geometrical characteristics
Test equipment <\/td>\n<\/tr>\n
17<\/td>\nTest procedure (see Figure C.1 and Figure C.2)
Heights of transverse ribs
Height of longitudinal ribs, a\u00b4
Transverse rib or indentation spacing, c
Pitch, P
Transverse ribless perimeter, Cf
Transverse rib angle, \u00b6
Transverse rib flank inclination, !
Determination of the relative rib area,
General <\/td>\n<\/tr>\n
18<\/td>\nCalculation of f
Simplified formulae <\/td>\n<\/tr>\n
19<\/td>\nFormula used for the calculation of f
Example of bar showing rib geometry <\/td>\n<\/tr>\n
20<\/td>\nRib flank inclination, !, and rib height, a (section A-A from Figure C.1)
Determining the area of the longitudinal section of a rib <\/td>\n<\/tr>\n
21<\/td>\n(normative) Inspection and testing
(normative) Inspection and testing
Manufacturer’s inspection
General
Selection of test samples
Condition of test samples
Tensile test
Test records
Test certificate <\/td>\n<\/tr>\n
22<\/td>\n(normative) Bend test
(normative) Bend test
The units of production from which test samples are selected shall be the batch. Test samples shall be selected from each batch at a frequency of one per ten tonnes.
The test shall be carried out on test samples having a temperature between 5 \u02daC and 30 \u02daC and in such a way as to produce a cont…
The test sample shall be bent through 180\u00b0 using one of the methods of bending described in E.1 round a former of maximum diameter as given in Table E.1.
Bend test formers
(normative) Method of test for fatigue properties of ribbed bars
(normative) Method of test for fatigue properties of ribbed bars
Fatigue testing
Fatigue test stress ranges
Sampling <\/td>\n<\/tr>\n
23<\/td>\nTest procedure
Retests
If two or more samples fail to endure 5 \u00d7 10
If one sample fails the test, a further five test samples shall be selected from the same batch. If one or more of these samples fail, the batch shall be deemed not to conform to this British Standard.
(informative) Comparison of similar specifications
(informative) Comparison of similar specifications
Comparison between the designation systems used in current and former British Standards and American steel specifications
(informative) Guidance on magnetic properties
(informative) Guidance on magnetic properties
(informative) Third party certification
(informative) Third party certification
Material covered by a third party product certification scheme
Consistency of production <\/td>\n<\/tr>\n
24<\/td>\nDetermination of the long term quality level
Acceptability index, k, as a function of the number of test results, n, for a reliable failure rate of 5 % (pass = 0.95) at a probability of 90 % (1 – ! = 0.90) <\/td>\n<\/tr>\n
25<\/td>\nAcceptance testing
General
Extent of sampling and testing
Properties to be tested
Evaluation of results <\/td>\n<\/tr>\n
26<\/td>\n(informative) Guidance on coefficients of thermal expansion
(informative) Guidance on coefficients of thermal expansion
Comparative thermal coefficient of expansion data <\/td>\n<\/tr>\n
27<\/td>\nBS 6744:2001 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Stainless steel bars for the reinforcement of and use in concrete. Requirements and test methods<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2009<\/td>\n28<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":293381,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1249,2641],"product_tag":[],"class_list":{"0":"post-293373","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-91-080-40","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/293373","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/293381"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=293373"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=293373"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=293373"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}