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Imposed loads

The loads that come with use: people, furniture, stores, vehicles and maintenance on roofs. This lesson reads the categories of SANS 10160-2, adds movable partitions, finds roof loads by loaded area, and uses the STATIX quick tools for every number.

1. Learning outcomes

After this lesson you can:

  • choose the category of use and read qk and Qk from SANS 10160-2;
  • add the movable-partition allowance where it applies;
  • find the imposed load on storage floors and inaccessible roofs;
  • keep the concentrated load as a separate, local check;
  • know what the area reduction and ψ do, and what the STATIX tools apply.

2. Before you start

  • Lesson 1 (combinations) and lesson 2 (permanent loads and partitions).
  • Your copy of SANS 10160-2 (Tables 1, 2, 4 and 5, clauses 9.3.1.9 and 9.3.1.10) and the free quick tools.
  • A pocket calculator and about 40 minutes.

3. Categories of use

AhomesBofficesCassemblyDshopsEstorageF, GvehiclesH, Jroofs
Imposed loads come from the use of a building: people, furniture, equipment, stored goods, vehicles, and people on a roof for maintenance. SANS 10160-2 sorts uses into categories (Tables 1, 2, 4 and 5) and gives each a characteristic load.
A1 homes1.5B1 offices2.5C1 tables3C3 open areas5D shops5E2 industry5qk in kPa (SANS 10160-2 Table 1 and 2)
Some characteristic distributed loads. Homes carry the least; crowds, shops and industry the most. The full tables have many more categories (bedrooms, balconies, kitchens, laboratories, stairs and escape routes); the quick tools list them all.
escape routes of B and D: designed as C5(crowds), not as the rooms they servestairs, corridors, balconies: check their own rows
Routes and edges. Stairs, corridors, escape routes and balconies have their own rows in Table 1, usually higher than the rooms they serve, because crowds gather on them. The quick tools note that the escape routes of offices and shops are designed as category C5.

4. Distributed and concentrated loads

distributed qk (kPa)concentrated Qk (kN)bending, shear, the frameon 0.1 × 0.1 m;local: punching, toppings
Two separate checks. The distributed load qk is for the overall design; the concentrated load Qk, on a small square (0.1 × 0.1 m for floors), is for local effects. They are not added together.
F: light vehiclesQk on 100 mm squaresG: medium vehiclesQk on 200 mm squares
Vehicles (Table 4). Parking decks carry a modest distributed load, but the wheel loads are large and concentrated. For thin slabs and toppings the axle load, not the qk, often governs.

5. Partitions and storage

≤ 1.0 kN/m of wall+ 0.5 kPa≤ 2.0 kN/m+ 0.8 kPa≤ 3.0 kN/m+ 1.2 kPamovable partitions, SANS 10160-2 9.3.1.9added to qk on floors of categories B and C;heavier walls: line loads where they stand
The partition allowance. Light movable partitions are spread over the floor as an extra imposed load, by their weight per metre of wall. The quick tools add it for categories B and C only, as the table's note gives it, and warn if you pick it for another category.
stack hfiling, archives, stores(B5, E3):2.5 kPa per metreof stack height,at least 5.0 kPa
Storage. Shelves of files or goods load the floor by their height, so the stack categories give qk per metre of stack height, with a minimum. Tall archives can need far more than an office floor.

6. Roofs

H2 maintenanceH1 construction315A m²0.25qk = 0.25 + (15 − A) / 48 (H1: / 24)
Inaccessible roofs (Table 5, H). The load depends on the area A that the member carries: a small area (one sheet, one purlin bay) may be loaded by a person and their tools, a large one is unlikely to be fully loaded. Between 3 and 15 m² the footnote formula applies; outside it, the end values.
H2 (maintenance): qk = 0.25 + (15 − A) / 48 A limited to 3 to 15 m² H1 (construction): qk = 0.25 + (15 − A) / 24 J (accessible flat roof): a fixed value, like a floor

7. Reductions and ψ

a large floor area is seldomloaded everywhere at onceSANS 10160-2 9.3.1.10 allowsa reduction for large areasthe STATIX tools do not applyit: their values are on the safe side
Area reductions. Because a big floor is rarely full everywhere, SANS 10160-2 (9.3.1.10) lets a member that carries a large area use a reduced imposed load. STATIX does not apply it, so its imposed loads are never lower than the table values.
imposed Qleading: fullwind leadsQ × ψψ on QA to D: 0.3; E1: 0.5SANS 10160-1 Table 2: the accompanying value of animposed load depends on its category
The category also sets ψ. When the imposed load accompanies a leading wind load, it is taken as ψ Q (lesson 1). Offices and homes are rarely full during a design storm; stores stay full, so their ψ is higher.

8. In STATIX

categoryTables 1 to 5area, stackpartitionsqk, Qkwith the noteinto G + Qlesson 1
The STATIX quick tools: pick the category, give the loaded area (roofs), the stack height (storage) and the partitions; the tool returns qk, Qk, the total on the area and a note on the clause it used.

9. Example A: an office floor panel

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10. Example B: an inaccessible roof

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11. Do it in STATIX

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12. Common mistakes

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13. Exercises

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14. Self-check quiz

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15. Lesson 3 on one page

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Next: Lesson 4, wind 1Basic wind speed, terrain and the peak velocity pressure to SANS 10160-3.
Go to lesson 4

A worked example for learning, not a design. Check every value against the current code and your own project, and have the design checked and signed by a registered professional engineer.

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