{"id":175956,"date":"2024-10-19T10:54:21","date_gmt":"2024-10-19T10:54:21","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aws-d1-1-d1-1m-2015\/"},"modified":"2024-10-25T03:08:40","modified_gmt":"2024-10-25T03:08:40","slug":"aws-d1-1-d1-1m-2015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aws\/aws-d1-1-d1-1m-2015\/","title":{"rendered":"AWS D1.1 D1.1M 2015"},"content":{"rendered":"

The New D1.1 spells out the requirements for design, procedures, qualifications, fabrication, inspection and repair of steel structures made of tubes, plate and structural shapes that are subject to either static or cyclic loading. In addition to editorial changes to the text and commentary to improve clarity and understanding of the provisions of the code, the following have been undertaken in the D1.1:2015 edition\u2026 General: – All tubular provisions, tables, and figures moved to a new \u201cTubular Structures\u201d Clause and corresponding new section of commentary – Incorporation of AWS A5.36, Specification for Carbon and Low- Alloy Steel Flux Cored Electrodes for Flux Cored Arc Welding and Metal Cored Electrodes for Gas Metal Arc Welding – Steels not recommended for PWHT: added ASTM A709 Grade HPS 100W [HPS 690W] and deleted ASTM A709 100 (690) and 100W (690W) Design: – Clarification regarding calculation of effective throat of a combination PJP flare bevel groove weld and fillet weld – Additional provisions for wrapping welds on opposite sides of a common plane to permit seal welding – Fatigue curve cases and figures revised to align with AISC 360 Qualification and Prequalification: – Clarification of conditions for backing other than steel in prequalified WPSs – Reorganization and update of tables for prequalified base metals and filler metals and alignment with table for prequalified preheat and interpass temperature – New figure for prequalified fillet weld joint details – New figure for prequalified CJP groove, T-, and corner joints – Clarification of CVN Test requirements for sub-sized specimens Fabrication: – Clarification of baking requirements for low-hydrogen electrodes for ASTM A514 and A517 steels – Clarification of preheat and interpass temperature requirements for combinations of base metals – Updated requirements for backing and for substrate cleanliness – Clarification of provisions for oxygen gouging – Clarification when locations of the depth of the web from tension flanges of beams or girders are considered outside the tension zone for tack welds and construction aid welds – Revisions to the location and sequence of member and element splices – Clarification of weld profile requirements Inspection: – Clarification regarding retesting based on quality of work – New table for qualification and calibrations requirements of U\/T equipment – Clarification regarding calibration for sensitivity and horizontal sweep of U\/T equipment Annexes: – New figures to clarify effective throat for various joint types and combinations – Terms and definitions are now normative – Sample welding forms extensively revised<\/p>\n

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\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>\nAWS D1.1\/D1.1M:2015 <\/td>\n<\/tr>\n
2<\/td>\nAbstract <\/td>\n<\/tr>\n
4<\/td>\nStatement on the Use of American Welding Society Standards <\/td>\n<\/tr>\n
6<\/td>\nDedication <\/td>\n<\/tr>\n
8<\/td>\nPersonnel <\/td>\n<\/tr>\n
16<\/td>\nForeword <\/td>\n<\/tr>\n
27<\/td>\nErrata <\/td>\n<\/tr>\n
30<\/td>\nTable of Contents <\/td>\n<\/tr>\n
35<\/td>\nList of Tables <\/td>\n<\/tr>\n
38<\/td>\nList of Figures <\/td>\n<\/tr>\n
44<\/td>\n1. General Requirements <\/td>\n<\/tr>\n
48<\/td>\n2. Design of Welded Connections
Part A\u2014Common Requirements for Design of Welded Connections (Nontubular and Tubular Members) <\/td>\n<\/tr>\n
51<\/td>\nPart B\u2014Specific Requirements for Design of Nontubular Connections (Statically or Cyclically Loaded) <\/td>\n<\/tr>\n
55<\/td>\nPart C\u2014Specific Requirements for Design of Nontubular Connections (Cyclically Loaded) <\/td>\n<\/tr>\n
88<\/td>\n3. Prequalification of WPSs <\/td>\n<\/tr>\n
152<\/td>\n4. Qualification
Part A\u2014General Requirements <\/td>\n<\/tr>\n
153<\/td>\nPart B\u2014Welding Procedure Specification (WPS) Qualification <\/td>\n<\/tr>\n
158<\/td>\nPart C\u2014Performance Qualification <\/td>\n<\/tr>\n
161<\/td>\nPart D\u2014Requirements for CVN Testing <\/td>\n<\/tr>\n
208<\/td>\n5. Fabrication <\/td>\n<\/tr>\n
234<\/td>\n6. Inspection
Part A\u2014General Requirements <\/td>\n<\/tr>\n
236<\/td>\nPart B\u2014Contractor Responsibilities
Part C\u2014Acceptance Criteria <\/td>\n<\/tr>\n
239<\/td>\nPart D\u2014NDT Procedures <\/td>\n<\/tr>\n
240<\/td>\nPart E\u2014Radiographic Testing (RT) <\/td>\n<\/tr>\n
242<\/td>\nPart F\u2014Ultrasonic Testing (UT) of Groove Welds <\/td>\n<\/tr>\n
250<\/td>\nPart G\u2014Other Examination Methods <\/td>\n<\/tr>\n
288<\/td>\n7. Stud Welding <\/td>\n<\/tr>\n
298<\/td>\n8. Strengthening and Repair of Existing Structures <\/td>\n<\/tr>\n
300<\/td>\n9. Tubular Structures
Part A\u2014Design of Tubular Connections <\/td>\n<\/tr>\n
308<\/td>\nPart B\u2014Prequalification of Welding Procedure Specifications (WPSs) <\/td>\n<\/tr>\n
309<\/td>\nPart C\u2014Welding Procedure Specification (WPS) Qualification <\/td>\n<\/tr>\n
311<\/td>\nPart D\u2014Performance Qualification <\/td>\n<\/tr>\n
312<\/td>\nPart E\u2014Fabrication <\/td>\n<\/tr>\n
313<\/td>\nPart F\u2014Inspection <\/td>\n<\/tr>\n
370<\/td>\nAnnexes <\/td>\n<\/tr>\n
372<\/td>\nAnnex A (Normative)\u2014Effective Throat (E) <\/td>\n<\/tr>\n
376<\/td>\nAnnex B (Normative)\u2014Effective Throats of Fillet Welds in Skewed T-Joints <\/td>\n<\/tr>\n
378<\/td>\nAnnex C <\/td>\n<\/tr>\n
380<\/td>\nAnnex D (Normative)\u2014Flatness of Girder Webs\u2014Statically Loaded Structures <\/td>\n<\/tr>\n
384<\/td>\nAnnex E (Normative)\u2014Flatness of Girder Webs\u2014Cyclically Loaded Structures <\/td>\n<\/tr>\n
390<\/td>\nAnnex F (Normative)\u2014Temperature-Moisture Content Charts <\/td>\n<\/tr>\n
394<\/td>\nAnnex G (Normative)\u2014Qualification and Calibration of UT Units with Other Approved Reference Blocks <\/td>\n<\/tr>\n
398<\/td>\nAnnex H (Normative)\u2014Guideline on Alternative Methods for Determining Preheat <\/td>\n<\/tr>\n
408<\/td>\nAnnex I (Normative)\u2014Symbols for Tubular Connection Weld Design <\/td>\n<\/tr>\n
410<\/td>\nAnnex J (Normative)\u2014Terms and Definitions <\/td>\n<\/tr>\n
418<\/td>\nAnnex K (Informative)\u2014Guide for Specification Writers <\/td>\n<\/tr>\n
420<\/td>\nAnnex L (Informative)\u2014UT Equipment Qualification and Inspection Forms <\/td>\n<\/tr>\n
430<\/td>\nAnnex M (Informative)\u2014Sample Welding Forms <\/td>\n<\/tr>\n
452<\/td>\nAnnex N (Informative)\u2014Guidelines for the Preparation of Technical Inquiries for the Structural Welding Committee <\/td>\n<\/tr>\n
454<\/td>\nAnnex O (Informative)\u2014Local Dihedral Angle <\/td>\n<\/tr>\n
460<\/td>\nAnnex P (Informative)\u2014Contents of Prequalified WPS <\/td>\n<\/tr>\n
462<\/td>\nAnnex Q (Informative)\u2014UT Examination of Welds by Alternative Techniques <\/td>\n<\/tr>\n
478<\/td>\nAnnex R (Informative)\u2014Ovalizing Parameter Alpha <\/td>\n<\/tr>\n
480<\/td>\nAnnex S (Informative)\u2014List of Reference Documents <\/td>\n<\/tr>\n
482<\/td>\nAnnex T (Informative)\u2014Filler Metal Strength Properties <\/td>\n<\/tr>\n
494<\/td>\nAnnex U (Informative)\u2014AWS A5.36 Filler Metal Classifications and Properties <\/td>\n<\/tr>\n
510<\/td>\nCommentary <\/td>\n<\/tr>\n
512<\/td>\nForeword <\/td>\n<\/tr>\n
514<\/td>\nC-1. General Requirements <\/td>\n<\/tr>\n
518<\/td>\nC-2. Design of Welded Connections <\/td>\n<\/tr>\n
534<\/td>\nC-3. Prequalification of WPSs <\/td>\n<\/tr>\n
544<\/td>\nC-4. Qualification <\/td>\n<\/tr>\n
548<\/td>\nC-5. Fabrication <\/td>\n<\/tr>\n
564<\/td>\nC-6. Inspection <\/td>\n<\/tr>\n
582<\/td>\nC-7. Stud Welding <\/td>\n<\/tr>\n
586<\/td>\nC-8. Strengthening and Repair of Existing Structures <\/td>\n<\/tr>\n
598<\/td>\nC-9. Tubular Structures <\/td>\n<\/tr>\n
626<\/td>\nC-Annex H <\/td>\n<\/tr>\n
630<\/td>\nIndex <\/td>\n<\/tr>\n
646<\/td>\nList of AWS Documents on Structural Welding <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

D1.1\/D1.1M:2015 (2nd Printing) Structural Welding Code-Steel<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AWS<\/b><\/a><\/td>\n2015<\/td>\n648<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":175960,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2645],"product_tag":[],"class_list":{"0":"post-175956","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aws","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\/175956","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\/175960"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=175956"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=175956"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=175956"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}