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Steel. Threshold on Yield Stress, Tensile Strength, and Young’S Modulus Temperatures Vary As a Function of Mechanical Property Under Consideration
Overall Outline 1000. Introduction 2000. Federal Regulations, Guides, and Reports Training Course on 3000. Site Investigation Civil/Structural Codes and Inspection 4000. Loads, Load Factors, and Load Combinations 5000. Concrete Structures and Construction 6000. Steel Structures and Construction 7000. General Construction Methods BMA Engineering, Inc. 8000. Exams and Course Evaluation 9000. References and Sources BMA Engineering, Inc. – 6000 1 BMA Engineering, Inc. – 6000 2 6000. STEEL 6000. STEEL • 6130 ‐ Design Data, Principles and Tools • Objective and Scope 6100 & 6200 • 6140 ‐ Codes and Standards – Provide an intermediate level review and practical • 6200 ‐ Material application of structural analysis and design to • 6310 ‐ Members and Components steel buildings and nuclear power plant steel 6300 • 6320 ‐ Connections, Joints and Details structures • 6330 ‐ Frames and Assembles • 6410 ‐ AISC Specifications for Structural Joints – Present and discuss 6400 • 6420 ‐ AISC 303 CdCode of Stan dar d PtiPractice • Structural Steel Design Data, Principles and Tools • 6430 ‐ AWS D1.1 Structural Welding Code • Materials 6500 • 6510 ‐ Nondestructive Testing Methods • Design and Behavior • 6520 ‐ AWS D1.1 Structural Welding Code Tests • Fabrication and Construction 6600 • 6610 ‐ Steel Construction • Construction Testing and Examination • 6620/6630 ‐ NUREG‐0800 / RG 1.94 BMA Engineering, Inc. – 6000 3 BMA Engineering, Inc. – 6000 4 6000. STEEL 6000. STEEL • • Applicable Codes and Specifications, and applicable Applicable Codes and Specifications, -
Tru / Wipp Procurement Project
Request for Proposal Solicitation #: 311537 Date Issued: 13 June 2018 Issued To: Offerors This Request for Proposal (RFP) is issued under the authority of the Department of Energy Prime Contract DE-AC06-09RL14728. This RFP is issued by: Mission Support Alliance, LLC P.O. Box 650 Richland, WA 99352 Contract Specialist: Krista Paulson G3-62 (509) 376-7349 [email protected] Proposals are to be prepared in accordance with the instructions and conditions set forth herein. Proposals are to be received by the close of business (4:00 P.M., PST) on Monday, June 25, 2018, to the email address shown above, attention to the Contract Specialist identified above. All questions are to be directed to the Contract Specialist identified above. All proposals are subject to the terms and conditions set forth herein. Any exceptions, deviations, or omissions may be grounds for rejection of proposals submitted. REQUEST FOR PROPOSAL NO: 311537 Table of Contents A.0 Solicitation .......................................................................................................................... 3 A.1 North American Industry Classification System (NAICS) Code and Size Standard ...................................................................................................................3 A.2 Award by Aggregate ................................................................................................3 A.3 Basis of Award – Lowest Price Technically Acceptable .........................................3 A.4 Proposal Submittal ...................................................................................................3 -
TSL-1 Appendix B Non-Government
U.S DEPARTMENT OF ENERGY TECHNICAL STANDARDS PROGRAM TSL-1 APPENDIX B: Non-Government Standards (NGS) Adopted by DOE 10 AMD 1 Standard for Portable Fire Extinguishers 2012 NESC Handbook National Electrical Safety Code(NESC) Handbook 310.2R-2013 International Concrete Repair Institute (ICRI) Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings Polymer Overlays, and Concrete Repair A 112.18.1M Plumbing Fixture Fittings A 112.19.6 Hydraulic Requirements for Water Closets and Urinals AA SAA-46-516124 Anodized Architectural Aluminum AA Specifications for Aluminum Structures AA STFA-601711 The Surface Treatment and Finishing of Aluminum and Its Alloys AABC National Standard for Total System Balance Air Distribution-Hydronic Systems-Sound-Vibration- Field Surveys for Energy Audits AAHC Standards of the Accreditation Association for Ambulatory Health Care (AAAHC), Core and Adjunct Standards AAMA 1002.10 Aluminum Insulating Storm Products for Windows and Sliding Glass Doors AAMA 1002.9 Voluntary Specifications for Aluminum Combination Storm Windows for External Applications AAMA 101 Voluntary Specifications for Aluminum Prime Windows and Sliding Glass Doors AAMA 101/I.S.2 Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors AAMA 1102.7 Voluntary Specifications for Aluminum Storm Doors AAMA 611 Anodized Architectural Aluminum AAMA 800 Sealant Specifications for Use with Architectural Aluminum AASHTO AAB Above and Beyond – The Environmental and Social Contributions of America’s Highway Programs -
Architectural Specifications
ARCHITECTURAL SPECIFICATIONS TABLE OF CONTENTS PART PART 2 OF 5: ARCHITECTURAL WORKS DIVISION 5 -METALS SECTION 05120 - STRUCTURAL STEEL SECTION 05500 -METAL FABRICATIONS DIVISION 9 - FINISHES SECTION 09900 - PAINTS AND COATINGS _________________________ SECTION 05120 STRUCTURAL STEEL PART 1 GENERAL 1.1 SUMMARY A. Section includes structural steel framing members, support members, suspension cables, sag rods, and struts; base or bearing plates, shear stud connectors, and expansion joint plates; anchor bolts for structural steel; beams, girders, purlins, and girts; bearing of steel for girders, trusses or bridges; bracing; columns, posts; connecting materials for framing structural steel to structural steel; crane rails, splices, stops, bolts, and clamps; door frames constituting part of structural steel frame; expansion joints connected to structural steel frame; fasteners for connecting structural steel items; permanent shop bolts; shop bolts for shipment; field bolts for permanent connections; permanent pins; floor plates (checkered or plain) attached to structural steel frame; grillage beams and girders; hangers essential to structural steel frame; leveling plates, wedges, shims, and leveling screws; lintels, when attached to structural steel frame; trusses; and grouting under base plates. B. Related Sections: 1. Section 04065 - Masonry Mortar and Grout. 2. Section 05500 - Metal Fabrications. 1.2 REFERENCES (Equivalent Equal Acceptable) A. American Institute of Steel Construction: 1. AISC S303 - Code of Standard Practice for Steel Buildings and Bridges. B. ASTM International: 1. ASTM A6/A6M - Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling. 2. ASTM A36/A36M - Standard Specification for Carbon Structural Steel. 3. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot- Dipped, Zinc-Coated, Welded and Seamless. -
Advanced Skills Training Facility PN: 79439 Fort Bragg, North Carolina
RFP No. W912PM18R0004 Advanced Skills Training Facility PN: 79439 Fort Bragg, North Carolina Specifications – Volume 2 of 4 (Division 08 thru Division 23) April 2018 Fort Bragg North Carolina US Army Corps of Engineers Wilmington District Design Bid Build Solicitation W912PM-18-R-0004 Advanced Skills Training Facility Volume 2 of 3: Division 08 - 22 FY 16 PN 79439 March 2018 U.S. ARMY ENGINEER DISTRICT, SAVANNAH CORPS OF ENGINEERS 100 WEST OGLETHORPE AVENUE SAVANNAH, GEORGIA 31401-3640 Advanced Skills Training Facility BR79439 Ft. Bragg, NC PROJECT TABLE OF CONTENTS DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS STANDARD FORM 1442 00 10 00 SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE 00 21 16 INSTRUCTIONS TO PROPOSERS 00 45 00 REPRESENTATIONS AND CERTIFICATIONS 00 70 00 CONDITIONS OF THE CONTRACT 00 73 00 SUPPLEMENTARY CONDITIONS DIVISION 01 - GENERAL REQUIREMENTS 01 10 00.10 38 SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS 01 11 00 SUMMARY OF WORK 01 14 00 CONSTRUCTION SECURITY REQUIREMENTS AND WORK RESTRICTIONS 01 32 01.00 10 PROJECT SCHEDULE 01 33 00 SUBMITTAL PROCEDURES 01 33 29 SUSTAINABILITY 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS 01 45 00.00 10 QUALITY CONTROL 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) 01 45 35 SPECIAL INSPECTIONS 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS 01 57 19.00 37 INDOOR AIR QUALITY (IAQ) MANAGEMENT 01 74 19.00 37 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT 01 78 -
Certain Standard Steel Fasteners from China and Taiwan Investigation Nos
Certain Standard Steel Fasteners from China and Taiwan Investigation Nos. 701-TA-472 and 731-TA-1171-1172 (Preliminary) Publication 4109 November 2009 U.S. International Trade Commission Washington, DC 20436 U.S. International Trade Commission COMMISSIONERS Shara L. Aranoff, Chairman Daniel R. Pearson, Vice Chairman Deanna Tanner Okun Charlotte R. Lane Irving A. Williamson Dean A. Pinkert Robert A. Rogowsky Director of Operations Staff assigned Joshua Kaplan, Investigator Gerald Houck, Industry Analyst Gerald Benedick, Economist John Ascienzo, Accountant Mary Jane Alves, Attorney Elizabeth Duall, Attorney Steven Hudgens, Statistician Keysha Martinez Roman, Investigatory Intern George Deyman, Supervisory Investigator Special assistance from Nathanael Comly, Investigator Address all communications to Secretary to the Commission United States International Trade Commission Washington, DC 20436 U.S. International Trade Commission Washington, DC 20436 www.usitc.gov Certain Standard Steel Fasteners from China and Taiwan Investigation Nos. 701-TA-472 and 731-TA-1171-1172 (Preliminary) Publication 4109 November 2009 CONTENTS Page Determinations ................................................................. 1 Views of the Commission ......................................................... 3 Part I: Introduction ............................................................ I-1 Background .................................................................. I-1 Statutory criteria and organization of the report..................................... -
Threaded Rod / Stud / Bolt / Nut / Screw / Washer
THREADED ROD / STUD / BOLT / NUT / SCREW / WASHER ASME SA 193 Grade Grade B5, Grade B6, Grade B6X, Grade B7, Grade B7M, Grade B16 ASTM A 193 Grade Grade B5, Grade B6, Grade B6X, Grade B7, Grade B7M, Grade B16 ASME SA 320 Grade L7, Grade L7M, Grade L43 ASTM A 320 Grade L7, Grade L7M, Grade L43 ASME SA 194 Grade 2H, Grade 2HM, Grade 3, Grade 4, Grade 7, Grade 7M, Grade 16 ASTM A 194 Grade 2H, 2HM, 3, 4, 7, 7M, 16 ASME SA 193 Grade B8, Grade B8M, Grade B8 Class 2, Grade B8M Class 2 ASTM A 193 Grade B8, B6M, B8 Class 2, B8M Class 2 ASME SA 320 Grade B8, Grade B8M, Grade B8 Class 2, Grade B8M Class 2 ASTM A 320 Grade B8, B8M, B8 Class 2, B8M Class 2 ASTM F1554 Grade 36, Grade 55, Grade 105 KSI Yield Strength Anchor Foundation Bolt ASTM F1554-36, ASTM F1554-55, ASTM F1554-105 KSI Anchor Bolt for Concrete Foundations High Tensile Bolts Grade 8.8, High Tensile Bolts Grade 10.9, High Tensile Bolts Grade 12.9 High Tensile Nuts Grade-8, High Tensile Nuts Grade-10, High Tensile Nuts Grade-12 ISO 898-1 Bolts, Screws, Studs Property Class / Grade 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 9.8, 10.9, 12.9 ISO 898-1 Bolt, Screw, Stud Property Class / Grade 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 9.8, 10.9, 12.9 ISO 898-2 Nuts Property Class / Grade 6, 8, 9, 10, 12 with specified Proof Load Value ISO 898-2 Nut Property Class / Grade 6, 8, 9, 10, 12 with specified Proof Load Value ISO 898-5 Screws, Threaded Fasteners Property Class / Grade 14H, 22H, 33H, 45H ISO 898-5 Screw, Threaded Fastener Property Class / Grade 14H, 22H, 33H, 45H ISO 898-6 Nuts Property Class / Grade 5, 6, -
Construct SOF Group Headquarters Fort Bragg, NC
Solicitation No. W912PM21R0001 Construct SOF Group Headquarters Fort Bragg, NC AMENDMENT 0002 Specifications Specifications - Volume 2 of 4 September 2020____________________________________ RTA SUBMITTAL SOF Group Headquarters PN 87437, FY21 Ft. Bragg, North Carolina SPECIFICATIONS VOLUME 2 of 3 Divisions 8-23 August 2020 Solicitation No: W912PM21R0001 M&H Project #: 145.05 prepared for Logo Wilmington if desired. District Delete box if logo is not included. Text Wrapping or Layout Style set to “Behind text” PN87437, SOF Group Headquarters Solicitation No. W912PM21R0001 Fort Bragg, North Carolina PROJECT TABLE OF CONTENTS DIVISION 01 - GENERAL REQUIREMENTS 01 11 00 SUMMARY OF WORK 01 14 00 WORK RESTRICTIONS 01 22 00.00 10 PRICE AND PAYMENT PROCEDURES 01 30 00 ADMINISTRATIVE REQUIREMENTS 01 30 00 NON-DISCLOSURE/DATA SHARING AGREEMENT 01 32 01.00 37 PROJECT SCHEDULE 01 33 00 SUBMITTAL PROCEDURES 01 33 00 SUBMITTAL REGISTER 01 33 29.00 37 SUSTAINABILITY 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS 01 45 00.00 10 QUALITY CONTROL 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) 01 45 35 SPECIAL INSPECTIONS 01 45 35 STATEMENT OF SPECIAL INSPECTIONS 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS 01 58 00 PROJECT IDENTIFICATION 01 74 19.00 37 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT 01 78 00 CLOSEOUT SUBMITTALS 01 78 23 OPERATION AND MAINTENANCE DATA 01 78 24.00 10 FACILITY DATA REQUIREMENTS 01 91 00.00 37 COMMISSIONING 01 91 00.00 -
Are You Properly Specifying Materials?
steelwise Y o ur connection to ideas + answers Are You Properly Specifying Materials? BY MARTIN ANDERSON AND CHARLES J. CARTER, S.E., P.E. Keeping tabs on available ASTM Specifications for each structural shape will help you make the right choices when designing your projects. THE materials and products used in BuildinG M- and S-shapes include ASTM A572 Grades 42, 55, 60, and 65, DESIGN and construction are almost universally designated by ref- ASTM A529 Grades 50 and 55, ASTM A913 Grades 50, 60, 65, or erence to an appropriate ASTM specification. This simplifies the 70, and ASTM A992. design and construction process because you can define all the char- acteristics of a specified product. However, with dozens of ASTM Channels specifications applicable in steel building construction alone, it can The preceding comments for M- and S-shapes apply equally be a challenge to keep the standard designations used in contract to channels. documents current. This article provides a summary of the common ASTM speci- HP-Shapes fications used in steel building design and construction, includ- The preferred material specification for HP shapes is ASTM ing structural shapes, plate products, fastening products, and A572 Grade 50 (Fy = 50 ksi, Fu = 65 ksi); the availability of other other products. This information is based upon similar and more grades should be confirmed prior to specification. HP-shapes with extensive information in the 13th Edition AISC Steel Construction atmospheric corrosion resistance (weathering) can be obtained by Manual. The reader may also find it convenient to use the recently specifying ASTM A588 or ASTM A242 Grades 46 or 50. -
Indiana Department of Corrections Putnamville Correctional Facility Prison Industries Building Indianapolis , Indiana
CONSTRUCTION SPECIFICATIONS VOLUME 1 OF 2 DIVISIONS 00 THROUGH 13 INDIANA DEPARTMENT OF CORRECTIONS PUTNAMVILLE CORRECTIONAL FACILITY PRISON INDUSTRIES BUILDING INDIANAPOLIS , INDIANA INDIANA DEPARTMENT OF ADMINISTRATION PROJECT NO. 67012000-20-027-D1 K2M DESIGN PROJECT NO. 19102 PREPARED FOR : INDIANA DEPARTMENT OF CORRECTIONS 302 W. WASHINGTON STREET , ROOM E-334 INDIANAPOLIS , IN 46204 PREPARED BY: 200 S. MERIDIAN STREET SUITE 550 INDIANAPOLIS , IN. 46225 MAY 8, 2020 Putnamville Prison Industries Building ARCHITECTURAL / STRUCTURAL K2M Design Project No. #19102 PROFESSIONAL SIGNATURES IDOA Project No. 67012000-20-027-D1 Scott A. Moore, AIA, DBIA These specifications were prepared under the supervision of a Registered Professional Architect. Steven S. Grasley, PE. These specifications were prepared under the supervision of a Registered Professional Engineer. CONSTRUCTION DOCUMENTS Page 1 of 1 May 8, 2020 Putnamville Prison Industries Building TABLE OF CONTENTS K2M Design Project No. #19102 SECTION 000110 IDOA Project No. 67012000-20-027-D1 VOLUME 1 OF 2 – DIVISIONS 00 THROUGH 13 DIVISION 00 – INDIANA DAPW FRONTAL DOCUMENTS PRE-BID DOCUMENTATION DAPW 28 NOTICE TO BIDDERS DAPW 30 INSTRUCTIONS TO BIDDERS WAGE DETERMINATION (IF REQUIRED) BID DOCUMENTATION DAPW 12 CONTRACTOR’S AFFIDAVIT OF SUBCONTRACTORS EMPLOYED DAPW 13 CONTRACTOR’S BID FORM DAPW 14 SIGNATURE AFFIDAVIT DAPW 15A BID BOND DAPW 26 M/WBE PARTICIPATION PLAN DAPW 26-SUP 2 M/WBE GOOD FAITH EFFORTS WORKSHEET DAPW 41 CERTIFICATE OF CORPORATE RESOLUTION DAPW 121 CONTRACTOR’S NON-COLLUSION -
Stainless Steels and Specialty Alloys for Pulp, Paper and Biomass Conversion
KNOWLEDGE FOR A BRIGHTER FUTURE Stainless steels and specialty alloys for pulp, paper and biomass conversion A PRACTICAL GUIDE FOR MILL ENGINEERS Nickel Institute Technical Series No 11 025 2 Stainless steels and specialty alloys for pulp, paper and biomass conversion A PRACTICAL GUIDE FOR MILL ENGINEERS 2nd Edition Published 2017 The material presented in this publication has been prepared for the general information of the reader and should not be used or relied on for specific applications without first securing competent advice. The Nickel Institute, its members, staff and consultants do not represent or warrant its suitability for any general or specific use and assume no liability or responsibility of any kind in connection with the information herein. Prepared by a Task Force of the Metals Subcommittee of the Corrosion and Materials Engineering Committee of the Technical Association of the Pulp and Paper Industry and the Nickel Institute. Senior Editor: Andrew Garner, P.Eng. 2. Characteristics of stainless steels and other corrosion resistant alloys 3 Contents 1. Introduction ......................................5 2. Characteristics of stainless steels and other corrosion resistant alloys ................. 7 3. Digesters........................................19 4. Oxygen delignification and brown stock washing .........................33 5. Chemical recovery................................37 6. Tall oil manufacture ..............................49 7. Sulphite process .................................55 8. Neutral sulphite semichemical -
January 2019
U.S. Army Corps of Engineers U.S. Navy Naval Facilities Engineering Command U.S. Air Force Civil Engineer Center U.S. National Aeronautics and Space Administration Unified Master Reference List (UMRL) January 2019 UNIFIED MASTER REFERENCE LIST (UMRL) This document lists publications referenced in the Unified Facilities Guide Specifications (UFGS) of the Corps of Engineers (USACE), the Naval Facilities Engineering Command (NAVFAC), the Air Force Civil Engineer Center (AFCEC), and the guide specifications of the National Aeronautics and Space Administration (NASA). The listing is current to the date of this publication. This version of the UMRL may contain more than one version of a single reference. This is part of the integration of NASA fully into the UFGS system. Future versions will contain only a single version of each reference. The UMRL lists issuing organizations alphabetically by name and not by acronym. In some cases more than one organization may use the same acronym. If a listed reference does not have a designator assigned by the issuing organization, a designator for the document has been established for use within SpecsIntact. Where a reference has a joint designation (example: ANSI/BHMA), the UMRL usually lists the reference under the proponent organization (example: The proponent of ANSI/BHMA A156.1 is BHMA; therefore the reference in the UMRL is under BHMA). This procedure simplifies referencing and ordering of joint documents, and specification sections should cite such reference publications using the same designations used in the UMRL. Acronyms of major proponent organizations listed in the UMRL which have joint publications with other standards organization are as follows: Proponent Joint With Organization ASME ANSI ASTM AASHTO BHMA ANSI EIA ANSI IEEE ANSI NEMA ANSI NFPA ANSI Guide Specification section UFGS-01 42 00 SOURCES FOR REFERENCE PUBLICATIONS includes all organizations listed in the UMRL.