{"id":426493,"date":"2024-10-20T07:02:20","date_gmt":"2024-10-20T07:02:20","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-67442023-tc\/"},"modified":"2024-10-26T13:18:32","modified_gmt":"2024-10-26T13:18:32","slug":"bs-67442023-tc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-67442023-tc\/","title":{"rendered":"BS 6744:2023 – TC"},"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\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n30470728 <\/td>\n<\/tr>\n
69<\/td>\nA-30461536 <\/td>\n<\/tr>\n
73<\/td>\nForeword <\/td>\n<\/tr>\n
75<\/td>\n1 Scope
2 Normative references
3 Terms, definitions and symbols <\/td>\n<\/tr>\n
76<\/td>\nFigure 1 \u2014 0.2% proof test <\/td>\n<\/tr>\n
79<\/td>\nFigure 2 \u2014 Typical stress\u2011strain curve (relation) for stainless reinforcing <\/td>\n<\/tr>\n
80<\/td>\nTable 1 \u2014 Symbols <\/td>\n<\/tr>\n
81<\/td>\n4 Designation
5 Standard diameters
Table 2 \u2014 Standard diameters <\/td>\n<\/tr>\n
82<\/td>\n6 Dimensions, mass and tolerances
6.1 Nominal cross\u2011sectional area and mass per metre run
Table 3 \u2014 Nominal cross\u2011sectional area of reinforcing steel and nominal mass per metre run
Table 4 \u2014 Tolerances on mass per metre run <\/td>\n<\/tr>\n
83<\/td>\n6.2 Length
7 Steelmaking process
8 Chemical composition
8.1 Cast analysis
8.2 Product analysis
9 Surface quality
10 Surface geometry
10.1 General
Table 5 \u2014 Chemical composition (cast analysis) % by mass of typical, commercially available BS EN 10088 stainless reinforcing steel designationsA) <\/td>\n<\/tr>\n
84<\/td>\n10.2 Relative rib area
Table 6 \u2014 Minimum relative rib area, fRmin <\/td>\n<\/tr>\n
85<\/td>\nTable 7 \u2014 Ranges for the rib parameters
10.3 Geometry of rib
11 Conditions of supply
12 Mechanical and physical properties
12.1 Selection of test samples for conformity testing <\/td>\n<\/tr>\n
86<\/td>\n12.2 Test reports
12.3 Test certificate
12.4 Retests
12.5 Tensile properties <\/td>\n<\/tr>\n
87<\/td>\nTable 8 \u2014 Strength and ductility properties
12.6 Bendability <\/td>\n<\/tr>\n
88<\/td>\nTable 9 \u2014 Bend test formers
12.7 Bonding strength (surface geometry)
12.8 Fatigue characteristics
12.9 Strength at elevated temperature (tensile strength)
12.10 Chemical composition and durability
12.11 Weldability <\/td>\n<\/tr>\n
89<\/td>\n12.12 Additional test requirements
13 Product identification
13.1 Product marking
13.2 Product labelling <\/td>\n<\/tr>\n
90<\/td>\nAnnex A (normative)\u2002 Test method for determining the corrosion resistance of stainless reinforcing steel in chloride contaminated concrete <\/td>\n<\/tr>\n
91<\/td>\nFigure A.1 \u2014 Geometry of the specimens <\/td>\n<\/tr>\n
92<\/td>\nAnnex B (informative)\u2002 Guidance on durability <\/td>\n<\/tr>\n
94<\/td>\nTable B.1 \u2014 Prescriptive guidance advice <\/td>\n<\/tr>\n
96<\/td>\nFigure B.1 \u2014 Example predictive model indicating where carbon steel reinforcement can be replaced by stainless steel reinforcement for a given chloride surface content, design life and reinforcement depth <\/td>\n<\/tr>\n
97<\/td>\nAnnex C (informative)\u2002 Guidance on magnetic properties <\/td>\n<\/tr>\n
98<\/td>\nAnnex D (informative)\u2002 Guidance on coefficients of thermal expansion
Table D.1 \u2014 Comparative thermal coefficient of expansion data
Annex E (informative)\u2002 Design guidance: constitutive relationship <\/td>\n<\/tr>\n
99<\/td>\nFigure E.1 \u2014 Idealized design curve from BS EN 1992\u20111\u20111:2004+A1:2014
Table E.1 \u2014 Young\u2019s modulus for stainless reinforcing steel <\/td>\n<\/tr>\n
100<\/td>\nFigure E.2 \u2014 The constitutive law of stainless reinforcing steel <\/td>\n<\/tr>\n
101<\/td>\nFigure E.3 \u2014 Example of design model for stainless reinforcing steel
Annex F (informative)\u2002 Guidance on welding <\/td>\n<\/tr>\n
102<\/td>\nAnnex G (normative)\u2002 Performance at elevated temperatures
Annex H (informative)\u2002 Quality assurance <\/td>\n<\/tr>\n
103<\/td>\nTable H.1 \u2014 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 \u2013 \u03b1 = 0.90) <\/td>\n<\/tr>\n
105<\/td>\nAnnex I (informative)\u2002 High-strength bars <\/td>\n<\/tr>\n
106<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Tracked Changes. Stainless steel bars. Reinforcement of 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>\n2023<\/td>\n108<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":426502,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1112,2641],"product_tag":[],"class_list":{"0":"post-426493","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-77-140-20","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\/426493","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\/426502"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=426493"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=426493"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=426493"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}