C-03 — gravity systems

every load finds the ground.

gravity framing viewer

trace the load to the ground.

Every pound of floor load has to find a column, and every column carries the full weight of every floor above it.

stories3
bay (ft)30
height (ft)13
floor (psf)100
trib (ft)15
kips
interior column at base
live equation
adjust the controls to see how gravity loads accumulate
w = Total load per unit area
AT = Floor area supported by each member
P = Reaction from all beams framing into the column
explained
In a gravity system, load flows from the deck to the nearest beam, from the beam to the girder, from the girder to the column, and from the column to the footing. Each member carries the tributary area above it. Wider bays mean heavier members — the load path determines every member size.
key concepts
overview How gravity loads flow from slab to foundation

A floor slab distributes its weight into beams. Each beam carries load from its tributary width — the perpendicular strip of floor it supports. Beam reactions become point loads on columns, and columns accumulate load from every floor above. By the time you reach the foundation, an interior column on a 5-story building carries 5 floors worth of tributary load. Understanding this load path is the first step in sizing every gravity member in a building.

the hierarchy of members Deck to beam to girder to column to footing

A gravity system has a hierarchy: the deck spans to joists/beams (shortest span), beams span to girders (longer span), girders span to columns (longest span), columns carry everything down to footings. Each level collects load from the one above. Understanding this hierarchy tells you which members carry the most load and which are most critical — it's always the bottom of the chain (columns, footings).

tributary area drives everything Each member catches load from the floor area it supports

Tributary area is how you figure out how much load each member catches. For a beam, it's the tributary width (half the distance to adjacent beams on each side) times the span. For a column, it's the bay area. Interior columns on a regular grid carry a full bay of load; edge columns carry half; corner columns carry a quarter. The load per member = floor pressure × tributary area. Simple concept, but getting it wrong cascades through the entire design.