Inputs
Method (rapid take-off)
- Slab → Beam: w_beam = (DL+LL)·tributary_width + beam SW.
- Beam → Column: P = w·L_t (per floor).
- Cumulative column at base = P·n_floors + n·col_SW.
- Foundation gets cumulative + foundation SW (not included).
Results
Slab unit load (D+L)—
Per-floor area load—
Beam line load—
Per-floor column P—
Cumulative col base P—
Foundation sees—