Loads on buildings

For the second class Szymańska asks the students to bring their bathroom scales. She lines up Wren, Callum, Ingrid and Joon-ho on four scales under a borrowed plank, asks them to stand still, and records the readings. Then she asks them to jump together on a count of three. For a moment the needles swing far past their resting weights before they settle again. 'Your building has to carry the first number all day,' she says, 'and the second number on the night of the hall's first dance. It has to carry the snow on the roof in March, the wind that comes across the fields in a storm, and itself, forever. The first job of structural design is to know what all those loads are.'

Why loads come first

A structure is only as good as the loads it was designed for. A beam that is perfectly calculated for the wrong load is the wrong beam. Most structural failures in buildings are not caused by mistakes in arithmetic but by loads that were forgotten or underestimated: snow drifting against a new addition, a library that turned into a storage room for heavy files, a roof that collected water when its drains froze, a balcony packed with people at a party. For this reason building codes specify minimum loads in detail, and engineers spend much of their time deciding which loads apply where.

Loads are grouped by how they arise and how long they last. Dead loads are permanent and fixed in place. Live loads come and go with use. Snow and rain loads depend on climate and roof shape. Wind and earthquake loads act mostly sideways. Other effects, such as temperature changes, soil pressure and the shrinkage of concrete or wood, can matter in particular cases. In Canada these loads and the ways they are combined are set out in Part 4 of the National Building Code of Canada, adopted with amendments by each province; Manitoba adopted the 2020 edition, in force since 1 January 2024, and the 2025 national edition was released at the end of 2025.

Dead loads

The dead load of a building is the weight of everything that is built in and stays: the structure, floors, roofs, walls, partitions, finishes, ceilings and permanent equipment. Dead load is calculated from the volume of each material and its unit weight. Because the architect chooses the materials, the architect largely controls the dead load, and a light building needs less structure, smaller foundations and less embodied carbon than a heavy one.

Floor and roof loads are usually expressed as a load per unit area, in kilopascals (kPa), where one kilopascal is one kilonewton per square metre. A layer of material of thickness t and unit weight γ weighs t times γ per unit area. A 175 mm cross-laminated timber panel at 5 kN/m³ weighs 0.175 × 5 = 0.875 kPa; a 50 mm concrete topping at 24 kN/m³ weighs 1.2 kPa. Adding up all the layers of an assembly gives its dead load. Partitions that may move over the life of a building are often covered by an allowance spread over the whole floor, typically about 1 kPa.

Live loads

Live loads are the weights of people, furniture, books, equipment and stored goods. They are not known exactly, so codes specify minimum uniform loads by use, based on surveys of actual buildings and on the maximum loads a use might reach in its lifetime. A crowded assembly hall gets a much higher load than a bedroom, not because each person weighs more but because people can pack together. Library stacks are among the heaviest common loads, because books are dense and shelves are close together.

Codes also require concentrated loads to be checked, such as a heavy piece of equipment or a vehicle wheel, and they allow some reduction of live loads on members that support very large areas, because it is unlikely that every square metre of a large floor will be fully loaded at once. Live loads on stairs, balconies and guards have their own rules. Szymańska adds a design point: 'If you think a room might change use, design the floor for the heavier use now. Turning a reading room into stacks later costs a fortune if the floor was built for readers.'

Dynamic loads deserve a note. When people jump or dance together, the forces on a floor can briefly exceed their static weight, as the bathroom scales showed. Codes cover ordinary dynamic effects within the specified live loads, but long, light floors used for dancing or aerobics can vibrate uncomfortably even when they are strong enough, so engineers check their natural frequency as well as their strength.

Snow and rain

On the prairies snow is often the largest load a roof ever carries. Codes start with a ground snow load for each location, based on decades of measurements, and convert it into a roof load with factors for the roof's exposure to wind, its slope, its use and the chance that snow will drift. The National Building Code gives the specified roof snow load as S = Is[Ss(Cb Cw Cs Ca) + Sr], where Ss is the ground snow load, Sr the associated rain load, Cb a basic roof factor of 0.8 for most roofs, and the other factors adjust for wind exposure, slope and shape. Winnipeg's ground snow load is about 1.9 kPa and its rain load about 0.2 kPa, so a sheltered flat roof of normal importance carries about 0.8 × 1.9 + 0.2 = 1.72 kPa.

Snow does not lie evenly. Wind blows it off exposed roofs and piles it into drifts against higher walls, parapets, rooftop equipment and the step where a low roof meets a high one. A drift can be several times as deep as the snow elsewhere, and the codes give rules for its shape and weight. Sliding snow from a steep roof can land on a lower roof below. Rain falling on snow adds weight, and ice dams at the eaves can trap water. 'Every step in a roof is a snow trap,' Szymańska says, recalling the single roof line Callum chose for the community hub. 'Design the step and you design the drift.'

Rain loads matter on flat roofs, where blocked drains can let water pond. As water collects, the roof deflects, which lets more water collect, which makes it deflect further. This feedback, called ponding, has caused roof collapses; codes require roofs to have enough slope to drain, secondary overflow drains or scuppers, and enough stiffness to prevent runaway deflection.

Wind and earthquake

Wind pushes on the windward face of a building, sucks on the leeward face and sides, and lifts flat and low-slope roofs. As Building Technology showed, wind pressure rises with the square of the wind speed, so a gust twice as fast pushes four times as hard. The National Building Code gives a reference velocity pressure for each location; for Winnipeg the value for a 1-in-50-year wind is about 0.45 kPa, which is multiplied by factors for exposure, height, gusts and the shape of the building. Wind is the main lateral load on most buildings in Winnipeg and across the prairies, and it also governs the design of large windows, cladding anchors and roof edges, where suction is strongest.

Earthquakes shake the ground, and the mass of a building resists being moved, so the structure feels sideways forces in proportion to its weight. Both cities have very low seismic hazard compared with the west coast, so earthquake design rarely governs there, but the same principles of bracing apply. Lateral loads, from whatever source, must travel down through floors acting as horizontal diaphragms to braced frames, shear walls or rigid frames, and then to the foundations, as Lesson 9 traces.

Tributary areas

A load on a floor reaches a beam or column through the floor structure. The area of floor whose load goes to a particular member is its tributary area. For a series of parallel beams, each beam carries the strip of floor halfway to its neighbours on either side; that strip's width is its tributary width, and the load on the beam per unit length is the floor load times the tributary width. For a column in a regular grid, the tributary area extends halfway to the neighbouring columns in each direction; an interior column carries a full bay's worth of load, an edge column about half, and a corner column about a quarter.

Here q is the load per unit area, b the tributary width, w the load per unit length on the beam, A_t the tributary area and P the load on the column from one floor. The same reasoning works for walls: a bearing wall carries the strips of floor that span onto it from each side.

Load combinations and limit states

Loads rarely reach their maximum at the same time. The heaviest snow of the century is unlikely to fall on the day of the busiest dance with the strongest wind blowing. Codes therefore combine loads in a set of load combinations, each with one principal load at its full design value and the others at reduced companion values. To build in safety, the loads in each combination are multiplied by load factors greater than one, and the strengths of materials are multiplied by resistance factors less than one. The structure must have a factored resistance at least equal to the factored load effect in every combination. This approach is called limit states design, and it is used for steel, concrete and wood in both countries.

The National Building Code's principal combinations for gravity loads include 1.4D on its own; 1.25D + 1.5L, with companion snow or wind; and 1.25D + 1.5S, with companion live or wind load. Combinations with wind as the principal load use 1.4W. D stands for dead load, L for live load, S for snow and W for wind. The dead load factor is lower than the live load factor because dead load is known more precisely. There is also a combination with a reduced dead load factor, used to check uplift and overturning, where the weight of the building helps.

Strength is not the only limit. A floor that is strong enough but sags visibly, or bounces when people walk, has failed the serviceability limit state. Serviceability is checked with unfactored loads, usually by limiting deflection to a fraction of the span such as L/360 under live load, as Lesson 7 explains.

# Loads on a glulam floor beam and a roof beam in the hub's wing
# Floor: CLT panels span 3.5 m between beams; each beam spans 7.2 m
floor_dead = {"CLT panel": 0.88, "concrete topping": 1.2, "acoustic mat and finish": 0.2,
              "ceiling and services": 0.3, "beam self-weight": 0.2}
D = sum(floor_dead.values())
L = 2.9                                  # library reading rooms
for k, v in floor_dead.items():
    print(f"  {k:<26}{v:6.2f} kPa")
print(f"Floor dead load D = {D:.2f} kPa, live load L = {L:.2f} kPa")
b = 3.5                                     # tributary width (m)
wD, wL = D * b, L * b
wf = max(1.4 * wD, 1.25 * wD + 1.5 * wL)
print(f"Line loads: dead {wD:.1f}, live {wL:.1f} kN/m; factored {wf:.1f} kN/m")

# Roof: snow is the principal load
roof_D, S = 1.2, 1.72
qr = max(1.4 * roof_D, 1.25 * roof_D + 1.5 * S)
print(f"Roof: D = {roof_D} kPa, S = {S} kPa, factored {qr:.2f} kPa, line load {qr * b:.1f} kN/m")

  CLT panel                   0.88 kPa
  concrete topping            1.20 kPa
  acoustic mat and finish     0.20 kPa
  ceiling and services        0.30 kPa
  beam self-weight            0.20 kPa
Floor dead load D = 2.78 kPa, live load L = 2.90 kPa
Line loads: dead 9.7, live 10.2 kN/m; factored 27.4 kN/m
Roof: D = 1.2 kPa, S = 1.72 kPa, factored 4.08 kPa, line load 14.3 kN/m

The floor beam carries a factored load of about 27.4 kN/m, more than half of it from the live load even though the live load per square metre is close to the dead load, because the live load factor is larger. The roof beam carries a factored 4.08 kPa; on a roof in this climate, snow is the larger part. Callum notices that the floor's concrete topping, added for sound separation between the library and the daycare below, is the heaviest single layer. Szymańska suggests he ask the acoustician whether a lighter acoustic assembly could do the same job: every kilopascal saved on the floor is saved again in the beams, the columns and the piles.

Exercise 2: loads

• List every layer of the floor and roof assemblies in your Design Studio III project and calculate their dead loads.
• Assign live loads to every room from the tables, and mark rooms that might change to a heavier use.
• Calculate the roof snow load for a flat roof at your site, and sketch where drifts would form against higher walls.
• Find the tributary width of one floor beam and the tributary area of one interior column, and calculate their factored loads.

Self-check

• Have I included partitions, ceilings, services and finishes in the dead load?
• Have I used the correct live load for each use, including corridors and stairs?
• Have I located every step in the roof where snow could drift?