GB 50017-2017 Translated English of Chinese Standard. (GB50017-2017): Standard for design of steel structures [Buy--download True-PDF in 3-second: https://play.google.com/books > Sign in > This BOOK > "3-dots" > Export > Save as "*.pdf"]https://www.chinesestandard.net, 5 okt. 2018 - 345 sidor To implement the national technical and economic policies in the design of steel structures, to achieve advanced technology, safety and application, economic rationality, and quality assurance, this standard is hereby formulated. This standard applies to the design of steel structures for industrial & civil buildings as well as general structures. In addition to complying with this standard, the design of steel structure shall also comply with the provisions of relevant national standards. |
Innehåll
| 8 | |
| 14 | |
General requirements | 24 |
Material | 33 |
Structural analysis and stability design | 47 |
Flexural members | 57 |
Axially loaded members | 78 |
compression | 93 |
Steel tubular joints | 186 |
Composite steel and concrete beams | 224 |
Concretefilled steel tubular columns and joints | 242 |
Seismic design of steel structural members | 258 |
Protection of steel structures | 286 |
Appendix B Limits of deflection for structures and flexural members | 293 |
Stability coefficients of members under axial compression | 304 |
Appendix F Elastic buckling stresses for stiffened steel shear walls | 318 |
Members under combined axial force and bending | 108 |
Stiffened steel shear walls | 130 |
Connections | 141 |
Joints | 165 |
Appendix G Buckling calculation of truss connecting plate under diagonal | 327 |
Appendix K Design values for compressive and shear strength of composite | 334 |
Explanation of wording in this standard | 343 |
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accordance with Table adopted in accordance angle-steel axial compression axial force axis Base metal beam’s bearing capacity bending bending moment bracing points bracing structure branch member buckling butt weld calculated as follows calculated in accordance Category chord member column footing comply composite beam compressed flange compressed member compressive stress concrete crane beam current national standard design value diameter effective length ratio effective width elastic modulus energy dissipative zone fatigue Figure fillet weld flexural following formula following requirements frame frame-column GB/T height high-strength bolts hole horizontal I-shaped joint plate lateral stiffeners longitudinal meet the following member and connection member under axial national standard Code performance coefficient plane plastic energy dissipative plastic hinge provisions of clause rebar seismic shear force shear strength shear stress slenderness ratio standard value steel beam steel plate steel shear wall steel structures steel-tube strength stress amplitude structural members T-shaped tensile tensioned vertical wall thickness yield strength