3.8.1 General

• 3.8.1.1 Symbols. Program Conforms
• 3.8.1.2 Size of columns, 10.3.1. Program Conforms
• 3.8.1.3 Deflection of columns. N/A

3.8.2 Seismic

• 3.8.2.1 Force adjustment procedure, 11.4.
• 3.8.2.2 Limiting value of reinforcement ratio in frame columns, 11.4.12
• 3.8.2.3 Limiting value of axial force ratio for frame columns, 11.4.16
• 3.8.2.3 Limiting value of shear reinforcement ratio for compact zones, 11.4.17

3.8.3 Main reinforcement

• 3.8.3.1 Normal section compressive load-bearing capacity, 7.3.1.
• 3.8.3.2 Normal section load-bearing capacity of eccentric compression member, 7.3.3.
• 3.8.3.3 Columns bent about their major/minor axis.
• 3.8.3.4 Column calculation length, use table 7.3.11-2.
• 3.8.3.5 Eccentric compression columns bent about both axes, 7.3.14.
• 3.8.3.6 Calculation of normal section tensile load bearing capacity. 7.4.1.
• 3.8.3.7 Unbraced structures. Program Conforms

3.8.4 Shear reinforcement

• 3.8.4.1 Ratio and diameter limit, 10.3.2.
• 3.8.4.2 Member size limit, 7.5.1.
• 3.8.4.3 Calculation of inclined section load-bearing capacity for compression members. 7.5.12-13
• 3.8.4.4 Calculation of inclined section load-bearing capacity for tensile members. 7.5.14

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.