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→ Select Analysis Source of the loads which will be transferred from columns and shear walls to foundations as demonstrated in Figure 4.
→ Enter clear cover top&bottom values
→ Enter spring mesh size and k values for X&Y directions
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Figure 4
→ Select Generate Rigid Zones, Generate Columns Above, Generate Shear Walls Above as True and enter the strip spacing, rebar number and rebar material in the spreadsheet demonstrated in Figure 1.
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AEC | BOLT Building Design Suite will create .f2k file of the foundations. See Next steps are the same with the steps of 1st Floor page.