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Engineering Construction Standard Full-text Information System
National Standard of the People's Republic of China
Steel Structure Design Code
1989 Beijing
Engineering Construction Standard Full-text Information System
W Engineering Construction Standard Full-text Information System
National Standard of the People's Republic of China
Structural Design Code
GBJ17—88
Editor Department: Ministry of Metallurgical Industry of the People's Republic of China Approval Department: People's Republic of China Ministry of Construction Implementation date: July 1, 1989
Engineering Construction Standards Full Text Information System
Engineering Construction Standards Full Text Information System
Notice on the release of the national standard "Steel Structure Design Code"
(88) Jianbiaozi No. 306
According to the requirements of the former State Construction Commission (81) Jianfashezi No. 546, the "Steel Structure Design Code" revised by the Ministry of Metallurgical Industry and relevant departments has been reviewed by relevant departments. The revised "Steel Structure Design Code" GBJ17-88 is now approved as a national standard. It will be implemented on July 1, 1989. The original "Steel Structure Design Code" TJ17-74 was abolished on January 1, 1991. This code is managed by the Ministry of Metallurgical Industry, and its specific interpretation and other work are the responsibility of the Beijing Iron and Steel Design and Research Institute of the Ministry of Metallurgical Industry. The publication and distribution is the responsibility of China Planning Press. Ministry of Construction of the People's Republic of China
October 19, 1988
Engineering Construction Standards Full Text Information System
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Revision Notes
This code is edited by our ministry in accordance with the notice of the former National Capital Construction Committee (81) Jianfashezi No. 546. It is specifically revised by our Beijing Iron and Steel Design and Research Institute in conjunction with relevant design, scientific research, construction units and colleges and universities across the country based on the "Steel Structure Design Code" (TJ17-74) approved by the former National Capital Construction Committee and the Ministry of Metallurgical Industry in 1974.
This code is divided into twelve chapters and eight appendices. The main contents of this revision are: the limit state design method based on probability theory replaces the allowable stress design method; the application of 15MnV steel and 15MnVq steel is increased; the overall stability coefficient of bending members is adjusted; the relevant formulas for the calculation of the local stability of the web of bending members are added, the stability calculation of axially compressed members adopts three curves, and the stability of compression bending members is calculated by the relevant formulas: the calculation length of multi-story frame columns is increased; the fatigue calculation uses the stress amplitude instead of the stress ratio, the calculation method considering the stress direction is adopted for the right-angle fillet weld in the connection, and the pressure-bearing high-strength bolt connection is added; some contents of the structural requirements are adjusted; the contents of three chapters on plastic design, steel tube structure, and steel and concrete composite beams are added. This code must be used in conjunction with the "Building Structure Load Code" (GBJ9-87) formulated or revised in accordance with the "Building Structure Design Unified Standard" (GBJ68-84) and various national building structure design standards and specifications, and shall not be mixed with various national building structure design standards and specifications not formulated or revised in accordance with the "Building Structure Design Unified Standard" (GBJ68-84).
In order to further improve the standard, we hope that all units will pay attention to accumulating information and summarizing experience in the process of implementing this standard. If you find that there are places that need to be modified and supplemented, please send your opinions and relevant information to the Beijing Iron and Steel Design and Research Institute of the Ministry of Metallurgical Industry (No. 4 Baiguang Road, Beijing) for reference in future revisions. Ministry of Metallurgical Industry
July 1988
Engineering Construction Standard Full Text Information System
W.bzsosO.cO Engineering Construction Standard Full Text Information System
Chapter 1 General Provisions
Chapter 2 Materials...
Chapter 3 Basic Design Provisions
Section 1 Design Principles...
Section 2 Design Indicators
Section 3
Provisions for Structural Deformation
Calculation of Flexural Members|| tt||Chapter 4
Section 1
Section 2
Section 3
Overall stability
Local stability
c00000000000006000056000000000000Chapter 5 Calculation of axially loaded members and tension-bending and compression-bending membersSection 1 Axially loaded members·
Tension-bending members and compression-bending members
Calculated length and allowable slenderness ratio of members
Section 3||t t||Local Stability of Compression Members
Section 4
Chapter 6 Fatigue Calculation
Section 1
General Provisions
Section 2
Fatigue Calculation
Chapter 7 Connection Calculation
Section 1 Weld Connection
Section 2
Bolt Connection and Rivet Connection
Section 3 Composite I-Beam Flange Connection
Section 4
Chapter 8 Construction Requirements
Section 1
General Provisions
Engineering Construction Standards Full Text Information System
(40)
(40)
(49)
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Section 2 Welded Joints
Section 3
Bolted and Riveted Joints
Section 4
Structural Members
(56)
For Crane Beams and Crane Trusses (or Similar Beams) and trusses)...Section V
Manufacture, transportation and installation
Section VI
Section VII
Chapter IX
Rust prevention and heat insulation.·
Plastic design
Section 1
Section 2
Section 3
General provisions
Calculation of components·
Allowable slenderness ratio and construction requirements
Chapter X Steel pipe structure
Chapter XI||tt ||Chapter 12
Section 2
Section 3
Appendix 2
Appendix 3
Appendix 4
Appendix 5
Appendix 6
Appendix 7
Appendix 8
Lightweight steel structures of round steel and small angle steel
Steel and concrete composite beams
-General provisions
Calculation of cross-sections and connectors
Construction requirements
Overall stability coefficient of beams
Calculation of local stability of beam web
Stability factor of axially compressed members
Calculation length factor of columns
Classification of members and connections for fatigue calculation
Effective area of bolts
Conversion relationship between illegal and legal measurement units
Explanation of terms used in this code
Editor, participating units and major contributors to this code
List of drafters
Full text of Engineering 2 Construction Standard Information system
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Main symbols
Action and effect
F—concentrated load;
M—bending moment;
N——axial force;
P—pretension of high-strength bolts;
V——shear force;
R——support reaction force.
Calculation index
E——elastic modulus of steel;
E. ——elastic modulus of concrete;
G——shear modulus of steel,
Ng——Euler critical force;
-design value of tensile bearing capacity of each anchor bolt;N
-design value of tensile, shear and compressive bearing capacity of each bolt;N
NI, N, N——design value of tensile, shear and compressive bearing capacity of each rivet;N%—design value of shear bearing capacity of each connecting piece;NP, N-
-design value of bearing capacity of tensile and compressive branches at pipe nodes;f
design value of tensile, compressive and flexural strength of steel;f—design value of shear strength of steel;
f. —design value of end compressive strength of steel; fs——design value of tensile strength of steel bar; f,——yield strength (or yield point) of steel; f—design value of tensile strength of anchor bolt;
Engineering Construction Standard Full Text Information System
Engineering Construction Standard Full Text Information System
f, f, f——design value of tensile, shear and compressive strength of bolt; f, f, f—design value of tensile, shear and compressive strength of rivet; fafwf.
A design value of the tensile, shear and compressive strength of a butt weld; A design value of the tensile, shear and compressive strength of a fillet weld; f
fe——the design value of the axial compressive strength of concrete, fcm——the design value of the bending compressive strength of concrete; A normal stress;
ge——local compressive stress;
stress perpendicular to the length direction of the fillet weld, calculated according to the effective section,
g——stress amplitude calculated for fatigue;
△o. A equivalent stress amplitude or reduced stress amplitude of variable amplitude fatigue; []——allowable fatigue stress amplitude;
DorOe,erTer
A critical stress of a plate when bending stress, local compressive stress and shear stress act alone;
T——shear stress;
t——shear stress along the length direction of the fillet weld; P——mass density.
Geometric parameters
A——gross cross-sectional area;
An——net cross-sectional area,
H——column height;
H1, H2, H3——heights of the upper, middle (or lower) and lower sections of the stepped column; I——gross section inertia moment,
I.—net section inertia moment;
S——gross section area moment;
Wgross section resistance moment;
W.——net section resistance moment;
Engineering Construction Standard Full-text Information System
Engineering Construction Standard Full-text Information System
W,—gross section plastic resistance moment,
Wm—net section plastic resistance moment,
spacing,
6—width of a plate or the free overhang width of the plate; b. —Width of the flange plate of a box section between the webs; width of the top of the concrete slab support;
bs——extended width of the stiffener;
d——diameter;
d. effective diameter;
d. —aperture;
h——full height of the section;
hel——thickness of the concrete slab;
thickness of the concrete slab support;
effective thickness of the fillet weld;
leg size of the fillet weld;
height of the web;
calculated height of the web;
a section radius of gyration;
a length or span;
l. Calculated length,
l—calculated length of weld;
assumed distribution length of concentrated load on the edge of web calculated height;
plate thickness, main pipe wall thickness;
branch pipe wall thickness, stiffening rib thickness;
tw—web thickness,
α——included angle,
9——included angle,
——slenderness ratio,
2. ——converted slenderness ratio.
Engineering Construction Standard Full-text Information System
Engineering Construction Standard Full-text Information System
Calculation coefficient and others
C—dimensional parameter used for fatigue calculation; C1, C2—dimensional parameter used to calculate the local stability of beam web; K1, K2—ratio of component linear stiffness;
k1, k2, k3, k4—dimensional parameter used to calculate the spacing of beam web stiffeners,
n—number of bolts, rivets or connectors; number of stress cycles n1—number of high-strength bolts on the calculated section; n.
number of force transmission friction surfaces of high-strength bolts; number of shear surfaces of bolts or rivets;
linear expansion coefficient;
ratio of elastic modulus of steel and concrete;
—equivalent coefficient of underload effect in fatigue calculation; %—column web Stress distribution unevenness coefficient; 1—— beam web flattening coefficient;
β——ratio of the outer diameter of a branch pipe to that of the main pipe; parameter used to calculate fatigue strength;
——equivalent bending moment coefficient of overall stability of the beam; ———increase coefficient of strength design value of front fillet weld; m, β——equivalent bending moment coefficient of stability of compression-bending member; β1——increase coefficient of strength design value of converted stress; — plastic development coefficient of section;
——parameter used to calculate overall stability of the beam; \——influence coefficient of bending normal stress on local stability of beam web; %——influence coefficient of asymmetric beam section;
n1, n2——parameter used to calculate the calculated length of stepped column; —anti-slip coefficient of friction surface of high-strength bolt; calculated length coefficient of column;
Engineering 6 Construction Standard Full Text Information System
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1μ2μ3
Calculation length coefficient of the upper, middle (or lower) and lower sections of the stepped column
--width-to-thickness ratio of the web compression plate section of the beam; 9Stability coefficient of axially compressed members;
9,%--overall stability coefficient of the beam
Type---increase coefficient of concentrated load;
Sub-,,.,.--Parameters used to calculate the bearing capacity of directly welded steel pipe nodes. Engineering Construction Standard Full Text Information System
Engineering Construction Standard Full Text Information System
Chapter 1 General Provisions
Article 1.0.1 This specification is specially formulated to implement the national technical and economic policies in steel structure design, to achieve advanced technology, economic rationality, safety and applicability, and to ensure quality.
Article 1.0.2 This specification applies to the steel structure design of industrial and civil buildings and general structures.
Article 1.0.3 The design principles of this code are formulated in accordance with the "Standard for Design of Building Structures" (GBJ68-84).
Article 1.0.4 When designing steel structures, materials, structural schemes and construction measures should be reasonably selected based on the actual situation of the project to meet the strength, stability and rigidity requirements of the structure during transportation, installation and use. It is advisable to give priority to the use of standardized and standardized structures and components to reduce the workload of production and installation, meet fire protection requirements, and pay attention to the corrosion resistance of the structure.
Article 1.0.5 In the steel structure design drawings and steel ordering documents, the steel grade used (for ordinary carbon steel, it should also include steel type, furnace type, deoxidation degree, etc.), the model (or steel grade) of the connecting material and the additional guarantee items for the mechanical properties and chemical composition required of the steel should be indicated. In addition, the required weld quality level should also be indicated in the steel structure design drawings (the inspection standard for weld quality level should comply with the current national "Steel Structure Engineering Construction and Acceptance Code"). Article 1.0.6 For steel structure designs with special design requirements and under special circumstances, they shall also comply with the requirements of the relevant national standards in force.——Net section resistance moment;
Engineering Construction Standard Full Text Information System
Engineering Construction Standard Full Text Information System
W, — Gross section plastic resistance moment,
Wm—Net section plastic resistance moment,
Spacing,
6—Width of a plate or free overhang width of the plate; b. —Width of the flange plate of a box section between the web plates; Width of the top of the concrete slab support;
bs——Overhang width of the stiffener;
d——Diameter;
d. Effective diameter;
d. ——hole diameter;
h——full height of section;
hel——thickness of concrete slab;
thickness of concrete slab support;
effective thickness of fillet weld;
leg size of fillet weld;
height of web;
calculated height of web;
a section radius of gyration;
a length or span;
l. Calculated length,
l—calculated length of weld;
assumed distribution length of concentrated load on the edge of calculated height of web;
thickness of plate, wall thickness of main pipe;
wall thickness of branch pipe, thickness of stiffening rib;
tw—thickness of web,
α——included angle,
9——included angle,
——slenderness ratio,
2. ——Convert slenderness ratio.
Engineering Construction Standard Full-text Information System
Engineering Construction Standard Full-text Information System
Calculation coefficient and others
C—dimensional parameter used for fatigue calculation; C1, C2—dimensional parameter used to calculate the local stability of beam web; K1, K2—ratio of component linear stiffness;
k1, k2, k3, k4—dimensional parameter used to calculate the spacing of beam web stiffeners,
n—number of bolts, rivets or connectors; number of stress cycles n1—number of high-strength bolts on the calculated section; n.
number of force transmission friction surfaces of high-strength bolts; number of shear surfaces of bolts or rivets;
linear expansion coefficient;
ratio of elastic modulus of steel and concrete;
—equivalent coefficient of underload effect in fatigue calculation; %—column web Stress distribution unevenness coefficient; 1—— beam web flattening coefficient;
β——ratio of the outer diameter of a branch pipe to that of the main pipe; parameter used to calculate fatigue strength;
——equivalent bending moment coefficient of overall stability of the beam; ———increase coefficient of strength design value of front fillet weld; m, β——equivalent bending moment coefficient of stability of compression-bending member; β1——increase coefficient of strength design value of converted stress; — plastic development coefficient of section;
——parameter used to calculate overall stability of the beam; \——influence coefficient of bending normal stress on local stability of beam web; %——influence coefficient of asymmetric beam section;
n1, n2——parameter used to calculate the calculated length of stepped column; —anti-slip coefficient of friction surface of high-strength bolt; calculated length coefficient of column;
Engineering 6 Construction Standard Full Text Information System
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1μ2μ3
Calculation length coefficient of the upper, middle (or lower) and lower sections of the stepped column
--width-to-thickness ratio of the web compression plate section of the beam; 9Stability coefficient of axially compressed members;
9,%--overall stability coefficient of the beam
Type---increase coefficient of concentrated load;
Sub-,,.,.--Parameters used to calculate the bearing capacity of directly welded steel pipe nodes. Engineering Construction Standard Full Text Information System
Engineering Construction Standard Full Text Information System
Chapter 1 General Provisions
Article 1.0.1 This specification is specially formulated to implement the national technical and economic policies in steel structure design, to achieve advanced technology, economic rationality, safety and applicability, and to ensure quality.
Article 1.0.2 This specification applies to the steel structure design of industrial and civil buildings and general structures.
Article 1.0.3 The design principles of this code are formulated in accordance with the "Standard for Design of Building Structures" (GBJ68-84).
Article 1.0.4 When designing steel structures, materials, structural schemes and construction measures should be reasonably selected based on the actual situation of the project to meet the strength, stability and rigidity requirements of the structure during transportation, installation and use. It is advisable to give priority to the use of standardized and standardized structures and components to reduce the workload of production and installation, meet fire protection requirements, and pay attention to the corrosion resistance of the structure.
Article 1.0.5 In the steel structure design drawings and steel ordering documents, the steel grade used (for ordinary carbon steel, it should also include steel type, furnace type, deoxidation degree, etc.), the model (or steel grade) of the connecting material and the additional guarantee items for the mechanical properties and chemical composition required of the steel should be indicated. In addition, the required weld quality level should also be indicated in the steel structure design drawings (the inspection standard for weld quality level should comply with the current national "Steel Structure Engineering Construction and Acceptance Code"). Article 1.0.6 For steel structure designs with special design requirements and under special circumstances, they shall also comply with the requirements of the relevant national standards in force.——Net section resistance moment;
Engineering Construction Standard Full Text Information System
Engineering Construction Standard Full Text Information System
W, — Gross section plastic resistance moment,
Wm—Net section plastic resistance moment,
Spacing,
6—Width of a plate or free overhang width of the plate; b. —Width of the flange plate of a box section between the web plates; Width of the top of the concrete slab support;
bs——Overhang width of the stiffener;
d——Diameter;
d. Effective diameter;
d. ——hole diameter;
h——full height of section;
hel——thickness of concrete slab;
thickness of concrete slab support;
effective thickness of fillet weld;
leg size of fillet weld;
height of web;
calculated height of web;
a section radius of gyration;
a length or span;
l. Calculated length,
l—calculated length of weld;
assumed distribution length of concentrated load on the edge of calculated height of web;
thickness of plate, wall thickness of main pipe;
wall thickness of branch pipe, thickness of stiffening rib;
tw—thickness of web,
α——included angle,
9——included angle,
——slenderness ratio,
2. ——Convert slenderness ratio.
Engineering Construction Standard Full-text Information System
Engineering Construction Standard Full-text Information System
Calculation coefficient and others
C—dimensional parameter used for fatigue calculation; C1, C2—dimensional parameter used to calculate the local stability of beam web; K1, K2—ratio of component linear stiffness;
k1, k2, k3, k4—dimensional parameter used to calculate the spacing of beam web stiffeners, Www.bzxZ.net
n—number of bolts, rivets or connectors; number of stress cycles n1—number of high-strength bolts on the calculated section; n.
number of force transmission friction surfaces of high-strength bolts; number of shear surfaces of bolts or rivets;
linear expansion coefficient;
ratio of elastic modulus of steel and concrete;
—equivalent coefficient of underload effect in fatigue calculation; %—column web Stress distribution unevenness coefficient; 1—— beam web flattening coefficient;
β——ratio of the outer diameter of a branch pipe to that of the main pipe; parameter used to calculate fatigue strength;
——equivalent bending moment coefficient of overall stability of the beam; ———increase coefficient of strength design value of front fillet weld; m, β——equivalent bending moment coefficient of stability of compression-bending member; β1——increase coefficient of strength design value of converted stress; — plastic development coefficient of section;
——parameter used to calculate overall stability of the beam; \——influence coefficient of bending normal stress on local stability of beam web; %——influence coefficient of asymmetric beam section;
n1, n2——parameter used to calculate the calculated length of stepped column; —anti-slip coefficient of friction surface of high-strength bolt; calculated length coefficient of column;
Engineering 6 Construction Standard Full Text Information System
W.bzsosO.coI Engineering Construction Standard Full Text Information System
1μ2μ3
Calculation length coefficient of the upper, middle (or lower) and lower sections of the stepped column
--width-to-thickness ratio of the web compression plate section of the beam; 9Stability coefficient of axially compressed members;
9,%--overall stability coefficient of the beam
Type---increase coefficient of concentrated load;
Sub-,,.,.--Parameters used to calculate the bearing capacity of directly welded steel pipe nodes. Engineering Construction Standard Full Text Information System
Engineering Construction Standard Full Text Information System
Chapter 1 General Provisions
Article 1.0.1 This specification is specially formulated to implement the national technical and economic policies in steel structure design, to achieve advanced technology, economic rationality, safety and applicability, and to ensure quality.
Article 1.0.2 This specification applies to the steel structure design of industrial and civil buildings and general structures.
Article 1.0.3 The design principles of this code are formulated in accordance with the "Standard for Design of Building Structures" (GBJ68-84).
Article 1.0.4 When designing steel structures, materials, structural schemes and construction measures should be reasonably selected based on the actual situation of the project to meet the strength, stability and rigidity requirements of the structure during transportation, installation and use. It is advisable to give priority to the use of standardized and standardized structures and components to reduce the workload of production and installation, meet fire protection requirements, and pay attention to the corrosion resistance of the structure.
Article 1.0.5 In the steel structure design drawings and steel ordering documents, the steel grade used (for ordinary carbon steel, it should also include steel type, furnace type, deoxidation degree, etc.), the model (or steel grade) of the connecting material and the additional guarantee items for the mechanical properties and chemical composition required of the steel should be indicated. In addition, the required weld quality level should also be indicated in the steel structure design drawings (the inspection standard for weld quality level should comply with the current national "Steel Structure Engineering Construction and Acceptance Code"). Article 1.0.6 For steel structure designs with special design requirements and under special circumstances, they shall also comply with the requirements of the relevant national standards in force.Article 5 The steel grade used (for ordinary carbon steel, it should also include steel type, furnace type, degree of deoxidation, etc.), the model (or steel grade) of the connecting material and the additional guarantee items for the mechanical properties and chemical composition required of the steel should be indicated in the steel structure design drawings and steel ordering documents. In addition, the required weld quality level should also be indicated in the steel structure design drawings (the inspection standard for weld quality level should comply with the current national "Steel Structure Engineering Construction and Acceptance Code"). Article 1.0.6 For steel structure designs with special design requirements and under special circumstances, they should also comply with the requirements of the current national relevant specifications. Engineering Construction Standard Full Text Information System
W.bzsoso.coIArticle 5 The steel grade used (for ordinary carbon steel, it should also include steel type, furnace type, degree of deoxidation, etc.), the model (or steel grade) of the connecting material and the additional guarantee items for the mechanical properties and chemical composition required of the steel should be indicated in the steel structure design drawings and steel ordering documents. In addition, the required weld quality level should also be indicated in the steel structure design drawings (the inspection standard for weld quality level should comply with the current national "Steel Structure Engineering Construction and Acceptance Code"). Article 1.0.6 For steel structure designs with special design requirements and under special circumstances, they should also comply with the requirements of the current national relevant specifications. Engineering Construction Standard Full Text Information System
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