1. General Principles
1.0.1 This Code is designed to meet demands in building structure design and requirements of secure application and economic feasibility.
1.0.2 This Code is applicable to the building structure design.
1.0.3 This Code has been made in accordance with principles stated in Unified Standard for Reliability Design of Building Structures (GB 50068-2001).
1.0.4 Effects involved with the building structure design include direct effect (combination of loads) and indirect effect (including subbase deformation, concrete shrinkage, welding deformations, temperature fluctuation or effects caused by earthquakes). In this Code, only provisions on combination of loads are stated.
1.0.5 The design reference period adopted in this Code is 50 years.
1.0.6 Effects or combination of loads involved with the building structure design shall be in accordance with this Code as well as other current national provisions.
Contents
1. General Principles
2. Terms and symbols
2.1 Terms
2.2 Main symbols
3. Classification of loads and combination of load effect
3.1 Classification of loads and representative values of a load
3.2 Load combination
4. Live load of floors and roofs
4.1 Rectangular distribution live load on floors of civilian buildings
4.2 Floor live load of industrial buildings
4.3 Roof live load
4.4 Roofing dust load
4.5 Construction and repair load as well as handrail horizontal load
4.6 Dynamic coefficient
5. Crane load
5.1 Vertical and horizontal load of cranes
5.2 The combination of several cranes
5.3 Dynamic coefficient of crane loads
5.4 The combination value, frequent value and quasi-permanent value of crane loads
6. Snow load
6.1 The characteristic value/nominal value and reference snow pressure of snow loads
6.2 Coefficient of snow distribution over the roof
7. Wind load
7.1 The characteristic value/nominal value and reference wind pressure of wind loads
7.2 Variation coefficient of wind pressure altitude
7.3 Wind load coefficient
7.4 Downwind vibration and wind vibration coefficient
7.5 Gustiness factor
7.6 Crosswind vibration
Appendix A Deadweight of Commonly-used Materials and Members
Appendix B Method for Deciding the Floor Isoeffect Rectangular Distribution Live Load
Appendix C Floor live load of industrial buildings
Appendix D Measurement Method of Fundamental Snow Pressure and Wind Pressure
Appendix E Empirical Formula for the Structure Which is Natural Vibration Period
Appendix F Approximation of the Structural Mode Factor
Appendix G Wording Explanation
1. General Principles
1.0.1 This Code is designed to meet demands in building structure design and requirements of secure application and economic feasibility.
1.0.2 This Code is applicable to the building structure design.
1.0.3 This Code has been made in accordance with principles stated in Unified Standard for Reliability Design of Building Structures (GB 50068-2001).
1.0.4 Effects involved with the building structure design include direct effect (combination of loads) and indirect effect (including subbase deformation, concrete shrinkage, welding deformations, temperature fluctuation or effects caused by earthquakes). In this Code, only provisions on combination of loads are stated.
1.0.5 The design reference period adopted in this Code is 50 years.
1.0.6 Effects or combination of loads involved with the building structure design shall be in accordance with this Code as well as other current national provisions.
Contents of GB 50009-2001(2006)
Contents
1. General Principles
2. Terms and symbols
2.1 Terms
2.2 Main symbols
3. Classification of loads and combination of load effect
3.1 Classification of loads and representative values of a load
3.2 Load combination
4. Live load of floors and roofs
4.1 Rectangular distribution live load on floors of civilian buildings
4.2 Floor live load of industrial buildings
4.3 Roof live load
4.4 Roofing dust load
4.5 Construction and repair load as well as handrail horizontal load
4.6 Dynamic coefficient
5. Crane load
5.1 Vertical and horizontal load of cranes
5.2 The combination of several cranes
5.3 Dynamic coefficient of crane loads
5.4 The combination value, frequent value and quasi-permanent value of crane loads
6. Snow load
6.1 The characteristic value/nominal value and reference snow pressure of snow loads
6.2 Coefficient of snow distribution over the roof
7. Wind load
7.1 The characteristic value/nominal value and reference wind pressure of wind loads
7.2 Variation coefficient of wind pressure altitude
7.3 Wind load coefficient
7.4 Downwind vibration and wind vibration coefficient
7.5 Gustiness factor
7.6 Crosswind vibration
Appendix A Deadweight of Commonly-used Materials and Members
Appendix B Method for Deciding the Floor Isoeffect Rectangular Distribution Live Load
Appendix C Floor live load of industrial buildings
Appendix D Measurement Method of Fundamental Snow Pressure and Wind Pressure
Appendix E Empirical Formula for the Structure Which is Natural Vibration Period
Appendix F Approximation of the Structural Mode Factor
Appendix G Wording Explanation
