Tributary Area & Load Takedown
Center-to-center — feet or metric
Center-to-center — feet or metric
400 sf37.2 m²
Tributary area
20.0 kips89 kN
Member load
Interior column (4 bays) · 50 psf live
Assumptions & notes
- Interior column collects one full bay (×1).
- Tributary area = bay X × bay Y × 1.
- Live load only — add dead load and verify against your code (ASCE 7-22 T.4.3-1).