Quick Presets:
1. Footing & Column Geometry Plan & Depth
2. Soil Bearing Capacity Options
Nc=--, Nq=--, Nγ=--
Computed qall = --
3. Steel Reinforcement & Layers
ACI 318-19
Bottom Mat Bar Size & Spacing
Bottom X-Dir (Along L)
Bottom Y-Dir (Along B)
Top Mat Reinforcement (Layer 2)
Shrinkage / Uplift
4. Column Service Loads 1.2D + 1.6L & 1.4D
Load Case
Dead (D)
Live (L)
Axial P (kN)
Moment Mx (kN·m)
Moment My (kN·m)
Interactive Engineering Drawings
PASSBottom Layer — X-Dir (Along L)
--
--
As,prov / As,req
--
Bottom Layer — Y-Dir (Along B)
--
--
As,prov / As,req
--
Top Layer (Mat 2) — Two-Way Grid (X & Y)
--
Top Steel Area (Each Way)
--