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.