{"id":363198,"date":"2024-10-20T01:44:13","date_gmt":"2024-10-20T01:44:13","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-iii-2-2013\/"},"modified":"2024-10-26T02:43:59","modified_gmt":"2024-10-26T02:43:59","slug":"asme-bpvc-iii-2-2013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-iii-2-2013\/","title":{"rendered":"ASME BPVC III 2 2013"},"content":{"rendered":"

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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\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
50<\/td>\nCC-2231-1 Concrete Properties <\/td>\n<\/tr>\n
51<\/td>\nCC-2231.7.1-1 Exposure Categories and Classes <\/td>\n<\/tr>\n
52<\/td>\nCC-2231.7.2-1 Requirements for Concrete by Exposure Class <\/td>\n<\/tr>\n
53<\/td>\nCC-2231.7.3-1 Requirements for Concrete Subject to Exposure Class F3
CC-2231.7.4-1 Requirements for Establishing Suitability of Cementitious Materials Combinations Exposed to Water-Soluble Sulfate
CC-2231.7.5-1 Concrete Air Content for Various Sizes of Coarse Aggregates
CC-2233.1.2-1 Modification Factor for Standard Deviation When Less Than 30 Tests Are Available <\/td>\n<\/tr>\n
54<\/td>\nCC-2233.2.1-1 Required Average Compressive Strength When Data are Available to Establish a Sample Standard Deviation
CC-2233.2.2-1 Required Average Compressive Strength When Data Are Not Available to Establish a Standard Deviation <\/td>\n<\/tr>\n
60<\/td>\nCC-2442-1 Analysis Limits of Permanent Coating Material for CRV Prestressing <\/td>\n<\/tr>\n
61<\/td>\nCC-2462-1 Manufacturer\u2019s Record of Tendon Performance Qualification Tests <\/td>\n<\/tr>\n
62<\/td>\nCC-2465-1 Record of Mechanical Test Results Obtained From Tendon Performance Qualification Tests <\/td>\n<\/tr>\n
64<\/td>\nCC-2521.1-1 Exemptions From Impact Testing Under CC-2521.1(h) <\/td>\n<\/tr>\n
65<\/td>\nCC-2521.1-1 Determination of Permissible Lowest Service Metal Temperature <\/td>\n<\/tr>\n
66<\/td>\nCC-2521.1-1M Determination of Permissible Lowest Service Metal Temperature <\/td>\n<\/tr>\n
67<\/td>\nCC-2524.2-1 Required Cv Lateral Expansion Values for Liner Material Other Than Bolting
CC-2524.2-2 Required Cv Energy Values for Liner Material Other Than Bolting <\/td>\n<\/tr>\n
68<\/td>\nCC-2524.3(a)-1 Required Cv Values for Bolting Material Tested in Accordance With CC-2524.3(a)
CC-2524.3(b)-1 Required Cv Values for Bolting Material Tested in Accordance With CC-2524.3(b) and CC-2524.4
CC-2524.4-1 Required Cv Energy Values for Liner Material for the Overpressure Test <\/td>\n<\/tr>\n
78<\/td>\nCC-2613.1-1 Sampling of Welding Materials for Chemical Analysis
CC-2613.2-1 Welding Material Chemical Analysis <\/td>\n<\/tr>\n
80<\/td>\nCC-2613.3.1-1 Delta Ferrite Content <\/td>\n<\/tr>\n
81<\/td>\nCC-2620-1 Dimensions and Tolerances of Standard Studs <\/td>\n<\/tr>\n
82<\/td>\nCC-2620-2 Typical Tensile Test Fixture
CC-2620-3 Bend Testing Device <\/td>\n<\/tr>\n
83<\/td>\nCC-2620-4 Typical Device for Bend Testing of Small Studs <\/td>\n<\/tr>\n
84<\/td>\nCC-2623.2-1 Strength Requirements for Studs <\/td>\n<\/tr>\n
88<\/td>\nCC-3136.6-1 Classification of Forces in Concrete Containments for Steel Reinforcing and Concrete Allowable Stresses <\/td>\n<\/tr>\n
90<\/td>\nCC-3230-1 Load Combinations and Load Factors <\/td>\n<\/tr>\n
91<\/td>\nCC-3421-1 Allowable Compression Stresses for Factored Loads <\/td>\n<\/tr>\n
98<\/td>\nCC-3431-1 Allowable Compression Stresses for Service Loads <\/td>\n<\/tr>\n
108<\/td>\nCC-3720-1 Liner Plate Allowables <\/td>\n<\/tr>\n
109<\/td>\nCC-3730-1 Liner Anchor Allowables <\/td>\n<\/tr>\n
111<\/td>\nCC-3831-1 Illustration of Welded Joint Locations Typical of All Categories <\/td>\n<\/tr>\n
113<\/td>\nCC-3840-1 Tapered Transition Sections <\/td>\n<\/tr>\n
118<\/td>\nCC-4323-1 Allowable Bend Configuration
CC-4322-1 Minimum Diameter of Bend <\/td>\n<\/tr>\n
121<\/td>\nCC-4333-1 Tensile Requirements for Mechanical Reinforcing Bar Splices and Welded Joints <\/td>\n<\/tr>\n
126<\/td>\nCC-4523-1 Maximum Allowable Offset in Final Welded Joints <\/td>\n<\/tr>\n
131<\/td>\nCC-4534-1 Typical Torque Testing Device
CC-4534-1 Required Torque for Testing Studs <\/td>\n<\/tr>\n
132<\/td>\nCC-4542.2-1 Typical Category D Joints for Nozzle Diameters Over NPS 3 (DN 80) <\/td>\n<\/tr>\n
134<\/td>\nCC-4542.2-2 Typical Category D Joints for Nozzle Diameters NPS 3 (DN 80) and Less <\/td>\n<\/tr>\n
136<\/td>\nCC-4542.2-3 Typical Category E Joints <\/td>\n<\/tr>\n
137<\/td>\nCC-4542.2-4 Typical Category F Joints
CC-4542.2-5 Typical Category G Joints <\/td>\n<\/tr>\n
138<\/td>\nCC-4542.2-6 Typical Category H Joints <\/td>\n<\/tr>\n
139<\/td>\nCC-4542.2-7 Typical Category J Joints
CC-4542.8.1-1 Maximum Thicknesses Permitted <\/td>\n<\/tr>\n
140<\/td>\nCC-4542.9-1 Fillet and Socket Weld Dimensions <\/td>\n<\/tr>\n
142<\/td>\nCC-4543.6-1 Weld Joint Producing Through\u2010Thickness Loading <\/td>\n<\/tr>\n
143<\/td>\nCC-4543.6-2 Special Deposition Technique for Weld Joint Producing Through\u2010Thickness Loading (Typical) <\/td>\n<\/tr>\n
144<\/td>\nCC-4552-1 Mandatory Requirements for Postweld Heat Treatment (PWHT) of Welds
CC-4552-2 Exemptions to Mandatory PWHT <\/td>\n<\/tr>\n
145<\/td>\nCC-4552-3 Alternative PWHT Temperatures <\/td>\n<\/tr>\n
152<\/td>\nCC-5200-1 Minimum Testing Frequencies for Concrete Constituents and Concrete <\/td>\n<\/tr>\n
170<\/td>\nD2-I-1.2 Material for Containment Prestressing Systems
D2-I-2.2 Material for Containment Liners <\/td>\n<\/tr>\n
174<\/td>\nD2-I-2.3 Material for Embedment Anchors <\/td>\n<\/tr>\n
187<\/td>\nD2-V-4100-1 Minimum Levels of Capability for Functions <\/td>\n<\/tr>\n
195<\/td>\nD2-VIII-1410-1 Filler Metal Requirements <\/td>\n<\/tr>\n
196<\/td>\nD2-VIII-1420-1 Typical Direct Butt Splices <\/td>\n<\/tr>\n
197<\/td>\nD2-VIII-1430-1 Minimum Preheat and Interpass Requirements <\/td>\n<\/tr>\n
199<\/td>\nD2-VIII-1620-1 Radiograph Acceptance Criteria <\/td>\n<\/tr>\n
213<\/td>\nD2-D-1230-1 Measurements of Local Dimensions Per D2-F-1230 <\/td>\n<\/tr>\n
214<\/td>\nD2-D-1320-1 Measurement Points Per D2-F-1320 <\/td>\n<\/tr>\n
215<\/td>\nD2-D-1330-1 Measurement Points Per D2-F-1330 <\/td>\n<\/tr>\n
219<\/td>\nD2-F-1220-1 Standard Fabricating Tolerances for Bar Sizes #3 (10 mm) Through #11 (35 mm) <\/td>\n<\/tr>\n
222<\/td>\nD2-F-1230-1 Standard Fabricating Tolerances for Bar Sizes #14 (43 mm) and #18 (57 mm) <\/td>\n<\/tr>\n
224<\/td>\nD2-F-1320-1 Location of Reinforcement <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC – III – 2 -2013 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 2, Code for Concrete Containments<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASME<\/b><\/a><\/td>\n2013<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":363204,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-363198","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asme","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/363198","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\/363204"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=363198"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=363198"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=363198"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}