Tributary Area & Load Takedown
Tributary area400 sf · 37.2 m²
Member load20.0 kips · 89 kN
Load intensity50 psf
- 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).