STAAD ec3设计手册
ec3-design-staad-manual.pdf (mubanmao.top)
7C.1 General Description
7C.2 Analysis Methodology
7C.3 Material Properties and Load Factors
7C.4 Section Classification
7C.5 Member Design
7C.6 Design Parameters
7C.7 Code Checking
7C.8 Member Selection
7C.9 Tabulated Results of Steel Design
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7C.5.5 Members Subject to Combined Forces
6.3.3 of the code.
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1993) design module in STAAD.Pro.
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7C.5.3 Members Subject to Shear
1993-1-5 as is as given as follows:
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0.83/ η ≤ λw < 1.08 0.83/ λw 0.83/ λw
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7C.5.4 Members Subject to Torsion
5950-1, the principles from this document are applied in the context of Eurocode 3.
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7C.9 Tabulated Results of Steel Design
7C.9.1 Example of a TRACK 2 output
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0. I-Section (Default)
1. Single Channel
2. Rectangular Hollow Section
3. Circular Hollow Section
4. Angle Section
5. Tee Section
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7C.6 Design Parameters
1. Check at location of maximum Mz
2. Check sections with end forces and
3. Check at every 1/13th point along the
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0 indicates that member will
1 indicates that the member
1.0 = No fixity
0.5 = Full fixity
0.7 = One end free and other
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0. Uses Cl. 6.2.9 of EN 1993-1-1:2005
1. Uses Cl. 6.2.1(7) - Eqn. 6.2 of EN 1993-
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0. Checks per Cl 12.3.1.2.3 of NEN 6770:
1. Checks per Cl 12.3.1.2.3 of NEN 6770:
1. Class A – Excellent
2. Class B – High
3. Class C – Normal
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0. I-Section
1. Single Channel
2. Rectangular Hollow Section
3. Circular Hollow Section
4. Angle Section
5. Tee Section
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0. Use default method based on section
1. Use Cl.6.3.2.2
2. Use Cl.6.3.2.3
6.3.2.3 to include other section types (e.g.,
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0.0 = Rolled
1.0 = Built-up
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0.0 - indicates S 235 grade steel
1.0 - indicates S 275 grade steel
2.0 - indicates S 355 grade steel
3.0 - indicates S 420 grade
4.0 - indicates S 460 grade
6.2 for grade S 450 steel (in Table 3.1
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0. Perform basic torsion checks if
1. Perform basic stress check (Ignore
2. Perform detailed checks (including
3. Ignore all torsion checks
0. Summary of results only.
1. Summary with member capacities.
2. Detailed results.
4. Deflection check results only.
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1. CAN, DJ1, and DJ2 – Deflection
2. CMM Parameter
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3. Checking beam deflection
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4. CMT Parameter
1 (Default) : Concentrated Torque at
2 Concentrated Torque along length of
3 Concentrated Torque along length of
4 Uniform Torque in member. Ends
5 Uniform Torque in member. Ends
6 Concentrated Torque in cantilever.
7 Uniform Torque in cantilever. End
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1993-1-1:2005. Hence any legacy files that use GB1 parameter will indicate an error message
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7C中。1一般说明
7C中。2分析方法
7C中。3材料特性和荷载系数
7C中。4节分类
7C中。5构件设计
7C中。6设计参数
7C中。7代码检查
7C中。8成员选择
7C中。9钢结构设计结果表
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