Code Clauses Implemented
The following lists the code clauses used from GB 50010-2002, Section 3.8 Beam Design.
3.8.1 General
- 3.8.1.1 Symbols. Program Conforms
- 3.8.1.2 Size of beam and bars, 10.2.1. Program Conforms
- 3.8.1.3 Deflection of beam. N/A
- 3.8.1.4 Concrete Cover check.
3.8.2 Seismic
- 3.8.2.1 Forces adjustment performed 11.3.2.
- 3.8.2.2 Ratio of reinforcement in frame beam limits, 11.3.6
- 3.8.2.3 Spaces check of shear bar, 11.3.8
- 3.8.2.3 The ratio of reinforcement for stirrups along the full length of girder, 11.3.9
3.8.3 Main reinforcement
- 3.8.3.1 Normal section flexural load-bearing capacity, 7.2.1.
- 3.8.3.2 "T" shape section flexural members with flange situated in compression zone. 7.2.2
3.8.4 Shear reinforcement
- 3.8.4.1 Ratio and diameter limit, 10.3.2.
- 3.8.4.2 Member size limited, 7.5.1.
- 3.8.4.3 Calculation of torsion section load-bearing capacity. 7.6
- 3.8.4.4 Calculation of inclined section load-bearing capacity for flexural member. 7.5.4
N/A is to be interpreted as either not application or not implemented.
Clauses that do not appear in the list are deemed not to be considered by the program.