AISC N690 2018

$37.05

ANSI/AISC N690-18 – Specification for Safety-Related Steel Structures for Nuclear Facilities

Published By	Publication Date	Number of Pages
AISC	2018

Guaranteed Safe Checkout

Category: AISC

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

Description

PDF Catalog

PDF Pages	PDF Title
1	ANSI/AISC N690-18 Specification for Safety-Related Steel Structures for Nuclear Facilities
4	Copyright
5	Preface
7	Table of Contents
14	Symbols
19	Glossary
23	Chapter NA General Provisions NA1. Scope
24	NA2. Referenced Specifications, Codes and Standards
27	NA3. Material
31	NA4. Structural Design Drawings and Specifications
32	NA5. Quality Assurance
33	Chapter NB Design Requirements NB2. Loads and Load Combinations
37	NB3. Design Basis
40	NB5. Fabrication and Erection NB6. Quality Control and Quality Assurance NB7. Evaluation of Existing Structures
43	Chapter NC Design for Stability
44	Chapter ND Design of Members for Tension
45	Chapter NE Design of Members for Compression
46	Chapter NF Design of Members for Flexure
47	Chapter NG Design of Members for Shear
48	Chapter NH Design of Members for Combined Forces and Torsion
49	Chapter NI Design of Composite Members
50	Chapter NJ Design of Connections NJ1. General Provisions NJ2. Welds NJ3. Bolts and Threaded Parts
52	Chapter NK Additional Requirements for HSS and Box-Section Connections
53	Chapter NL Design for Serviceability NL1. General Provisions
54	Chapter NM Fabrication and Erection NM1. Shop and Erection Drawings NM2. Fabrication
59	NM3. Shop Painting NM4. Erection
61	Chapter NN Quality Control and Quality Assurance NN1. General Provisions
62	NN2. Fabricator and Erector Quality Assurance Program
63	NN3. Fabricator and Erector Documents
64	NN4. Inspection and Nondestructive Evaluation Personnel
65	NN5. Minimum Requirements for Inspection of Structural Steel Buildings and Structures
73	NN6. Minimum Requirements for Inspection of Composite Construction
75	NN7. Nonconforming Material and Workmanship
76	Appendix N1 Design by Advanced Analysis N1.3. Design by Inelastic Analysis
77	Appendix N2 Design For Ponding
78	Appendix N3 Fatigue
79	Appendix N4 Structural Design for Fire Conditions N4.1 General Provisions N4.2 Structural Design for Fire Conditions by Analysis
81	Appendix N5 Evaluation of Existing Structures N5.1. General Provisions N5.2. Material Properties
83	N5.3. Evaluation by Structural Analysis N5.4. Evaluation by Load Tests
84	N5.5. Evaluation Report
85	Appendix N6 Member Stability Bracing
86	Appendix N7 Alternative Methods of Design for Stability
87	Appendix N8 Approximate Second-Order Analysis
88	Appendix N9 Steel-Plate Composite (SC) Walls N9.1. Design Requirements
97	N9.2. Analysis Requirements
101	N9.3 Design of SC Walls
107	N9.4 Design of SC Wall Connections
111	Commentary
112	Chapter NA General Provisions
116	Chapter NB Design Requirements
122	Chapter NC Design For Stability
123	Chapter NI Design of Composite Members
124	Chapter NJ Design of Connecitons
125	Chapter NL Design for Serviceability
126	Chapter NM Fabrication and Erection
131	Chapter NN Quality Control and Quality Assurance
133	Appendix N1 Design By Advanced Analysis
134	Appendix N4 Structural Design for Fire Conditions
135	Appendix N5 Evaluation of Existing Structures
136	Appendix N9 Steel-Plate Composite (SC) Walls
189	References