3.8.1 General

• 3.8.1.1 Symbols. Program Conforms
• 3.8.1.2 Cover thickness of concrete. 9.2.1
• 3.8.1.3 Spacing of reinforcement bar in shear wall.
• 3.8.1.4 Ratio of reinforcement bar with non-seismic-load load combination.
• 3.8.1.5 Limiting values of shear-wall thickness.

3.8.2 Seismic

• 3.8. 2 .1 Forces adjustment performed, Chapter 11 of JGJ and Chapter 7 GB 50010.
• 3.8.2.2 Limiting value of axial force ratio for short shear-wall.
• 3.8.2.3 Ratio of reinforcement with seismic-load load combination.
• 3.8.2.4 Limiting value of shear-wall thickness for seismic resistant.
• 3.8.2.5 Limiting value of diameter for reinforcement bars.
• 3.8.2.6 The end resistant member for shear-wall design.
• 3.8.2.7 Coupling beam design, JGJ 7.1.8

3.8.3 Load-bear capacity design

• 3.8.3.1 Normal section compressive load-bearing capacity (bending), Appendix F.
• 3.8.3.2 Load-bearing capacity for shear-force of shear-wall. 10.5.4
• 3.8.3.3 Load-bearing capacity for shear-force with eccentric compression of shear-wall. 10.5.5
• 3.8.3.4 Load-bearing capacity for shear-force with eccentric tensile of shear-wall. 10.5.6
• 3.8.3.5 Load-bearing capacity for shear-force in seismic load. 11.7.4
• 3.8.3.6 Load-bearing capacity for shear-force (include seismic forces) with eccentric compression of shear-wall. 11.7.5
• 3.8.3.7 Load-bearing capacity for shear-force (include seismic forces) with eccentric tensile of Shear-wall. 11.7.6

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.