This section looks at how your choices of settings, entity types, and properties affects the solver models that are created.

Click the links below to find out more:

• Beam end releases and partial fixity
• Column releases
• Rigid offsets and rigid zones in concrete members
• Meshed slabs
• Sub models
• One-way and two-way load decomposition
• Diaphragm action in roof panels and slabs
• Meshed walls
• Cracked, partially cracked, and uncracked concrete members
• The Direct Analysis Method