types of load on building structrue

Types of Load On Building

In building construction and structural engineering, understanding the loads acting on buildings is important. A load refers to any force or weight acting on a building, and recognizing these loads is crucial for designing safe and resilient structures.

Various types of loads, such as dead loads, live loads, wind loads, and seismic loads, exert different pressures on buildings and influence their structural integrity. This introduction provides an overview of the loads encountered in building design, their characteristics, and the importance of considering them in the construction process to ensure the durability and safety of buildings.

What Is Structural Load?

Structural loads in buildings produce various types of activities such as deformations, stresses, or displacements. Structural loads are an important factor in the design of buildings.

Different load act on a structure such as vertical load (dead load, Live load), horizontal load (earthquake load, wind load), longitudinal load, etc.

The main reason behind the failure of any structure is that load-carrying capacity is low as compared to the actual load applied to the structure. The structural load may be Compression, Tension, and Shear in nature.

Types of Load

The following are different types of loads,

Types of load on a building structure
Types of load on a building structure

1. Dead load

(Note: IS CODE 875- 1987 (PART 1) code covers unit weight or mass of the various types of materials and various components in a building and that apply to the determination of dead loads in the design of buildings or Structures.

What Is a Dead Load?

A dead load is a stationary or permanent load. This dead load transferred the load to the structure throughout the life span of the structure. Dead load is acting due to the self-weight of structural members, fixed permanent equipment or Furniture, permanent unit.

Unit Weight of Building Materials:

Sr. NoName of materialWeight of material
1.Brick Masonry18.8 KN/m^3
2.Timber5.8 KN/m^3
3.Stone Masonry20.4 – 26.5 KN/m^3
4.Plain Cement Concrete (PCC)24 KN/m^3
5.Reinforced Cement Concrete (RCC)24 KN/m^3

Assessment of Dead Load

The following factors affect the calculation of dead load on the structure,

  • Self-weight of the member or structure.
  • Weight of various materials in the construction.
  • Weight of permanent Member or Structure.
  • Weight of fixed service equipment and furniture.
  • The net effect of pre-stressing.

2.  Imposed loads or Live Load

(Note: IS CODE 875- 1987 (PART 2) code covers imposed loads or live loads to be assumed in the design of buildings. Generally imposed loads are minimum loads that should be taken into consideration for the purpose of structural safety of buildings.)

What Is Imposed Load?

The live load is assumed to be produced by the occupancy of a building, which includes the weight of movable members, concentrated loads, distributed loads, vibration, load due to impact, and dust load.

But it does not include the earthquake load, seismic load, wind load, snow load, and other loads due to changes in temperature, differential settlement, shrinkage, etc.

Occupancy or Grouping

The main aim of occupancy is building used for various purposes. That group is described below,

  • Assembly Buildings – An assembly building shall include any building or part of a building where groups of people gather for recreation, amusement, social programming, religious function, travel land many more, for example, assembly halls, theatres, city halls, etc.
  • Business Buildings – Business buildings shall include any building or part of a building, which is used for the transaction of business for the keeping records of accounts and similar purposes; offices, banks, courthouses, and library, etc.
  • Educational Buildings – These shall include any building used for school, college, classic for education or recreation, etc.
  • Industrial Buildings – These shall include any building or a part of a building like factories, plants, power plants, refineries, gas plants, etc.
  • Institutional Buildings – These shall include any building or a part thereof, which is used for purposes, such as medical or other treatment in case of persons suffering from physical and mental illness, disease, or infirmity; care of infants, It includes hospitals.
  • Mercantile Buildings -These shall include any building or a part of a building that is used as shops, superstores, markets either wholesale or retail, etc.
  • Residential Buildings – These shall include any buildings in which cooking, bathing, and dining facilities include .for example dwellings, apartments, Rowhouse, etc.
  • Imposed loads are acting on the floors due to occupancy and use

Floors shall be investigated for both the concentrated load and uniformly distributed load specified in Table.

NOTE 1–In case no values are given in the tables for concentrated load or point load it means assumed distributed load is sufficient for analysis purposes.

NOTE 2 – The loads are given in the table uniformly distributed loads on the plan area and they do not take into consideration special concentrated loads and other loads.

NOTE 3 – Where the use of floor area is not provided in Table the imposed load due to the use and occupancy of such an area shall be determined from the analysis of loads resulting from:

1. Assumed Weight of persons in the assembly

2. Approx weight of the equipment and furnishing;

3. Approx weight of storage materials

4. Impact factor

Imposed Floor Load For Different Occupancies

Sr.No.Occupancy ClassificationUniformly Distributed LoadConcentrated Load / Point Load
1.Residential Building  
 All Room and Kitchen2 KN/m31.8 kN
 Toilet and Bathroom2KN/m3
 Passage, Staircase, and Store Room3 KN/m3 4.5 KN
 Balconies3 KN/m3 1.5 / m PL at the outer edge
 Living Room, BedRoom2 KN/m3 1.8 KN
 Kitchen and Laundries3 KN/m3 4.5 KN
 Public Lounges3 KN/m3 2.7 KN
 Store Room5 KN/m3 4.5 KN
 Dining Room4 KN/m3 2.7 KN
 Office Room2.5KN/m3 2.7KN
 Room for Indoor Game3 KN/m3 1.8 KN
 Bath and Toilet2 KN/m3
2.Educational Building  
 Offices and Staff Room2.5KN/m3 2.7KN
 Projection Room5 KN/m3
 Kitchen3KN/m3 4.5KN
 Toilet and Bath Room2KN/m3
 Store Room5 KN/m3 4.5KN
 Reading Room3KN/m3 4.5 KN

Load Application

The uniformly distributed loads given in the above table shall be used as static load over the entire area of the floor under consideration and the portion of the floor area whichever produces a critical effect on the structural members which is provided in design codes.

The design of floor-At which place point loads are applied is a critical portion of the floor because we need to calculate the shear and bending moment for avoiding deflection.

Where the calculation of punching and crushing at that time is assumed to be over an actual area of the analysis is 0.3 X 0.3.

Imposed Loads on Various Types of Roofs

On sloping roofs, flat roofs, and curved roofs where imposed loads are applied on the floor level due to the use of the buildings and the geometry of the roofs. Which is given below

Sr.No.Types of RoofUDL Imposed load on Plan area
1.Flat, sloping, or curved roof with slopes up to and including 10 degrees 
A.Access provided  1.5 kN/m^2
BAccess not provided0.75 kN/m2
                  2 sloping roof with slopes greater than 10 degreespurlins-0.75 kN/m^2less 0.02 kN/m’

Point Load or Concentrated Load acting on the Roof

 All roof covering materials other than glass or transparent made of fiberglass shall be capable of carrying a load of 0.90 kN concentrated on an area of 12.5 cm2.

Loads Due to Rain

In the rainy season, the accumulation of rainwater in the drainage system affects the imposed load on the roof. Dust Load – In prone areas such as steel plants and cement plants, dust spreads everywhere on the surface of the roof. Find out the accumulation of dust for the used dust load equivalent.       

3. Snow loads

The amount of snow load on a roof structure is dependent on various factors

  • Geometry of roof
  • Shape and size of the structure
  • Insulation of the structure
  • Frequency of wind
  • Duration of snow
  • The geographical location of the structure.

4. Impact Load

Impact load is produced by the vibration or impact or acceleration in the structure. So imposed loads or live loads are equal to the impact loads. Imposed load incrementing with the percentage is known as impact or impact factor. The impact factor depends on the impact intensity.

5. Earthquake Load (Seismic load)


IS CODE 1893-2002 ( PART-1 ) General provision for building

IS CODE 4326- 1993

Seismic Zone
Seismic Zone

General Principal for construction of the earthquake-resisting building

earthquake-resisting building Shapes
earthquake-resisting building Shapes

1. Lightness:

Since the earthquake force is a function of mass, the building shall be as light as possible consistent with structural safety and functional requirements. Roofs and upper stories of buildings, in particular, should be designed as light as possible.

2. Building Configuration:

The building should have a simple rectangular plan and be symmetrical both with respect to mass and rigidity so that the centers of mass and rigidity of the building coincide with each other in which case no separation sections other than expansion joints are necessary.

Buildings having plans with shapes like L, T, E, and Y shall preferably be separated into rectangular parts by providing separation sections at appropriate places.

3. Strength in Various Directions:

The structure shall be designed to have adequate strength against earthquake effects along both horizontal axes. The design shall also be safe considering the reversible nature of Earthquake forces.

4. Ductility:

The main structural elements and their connection shall be designed to have a ductile failure. This will enable the structure to absorb energy during earthquakes to avoid the sudden collapse of the structure. Providing reinforcing steel in masonry at critical sections, as provided in this standard will not only increase strength and stability but also ductility.

5. Damage to Non-structural Parts:

Details shall be worked out to connect the non-structural parts with the structural framing so that the deformation of the structural frame leads to minimizing damage to the non-structural elements.

6. Scope: Earthquake-resistant design of buildings. Its basic provisions are applicable to buildings such as elevated structures, industrial, stack structures, bridges, concrete masonry, earth dams, embankments, retaining walls, and other structures.

A temporary component like scaffolding and temporary excavation does not need to design with earthquake forces.

The seismic zone 2, and 3 without more than 5 stories are made up of monolithic reinforced concrete.

Read More: Monolithic Definition | Monolithic Slab | Monolithic Footing | Monolithic Foundation | Advantages & Disadvantages of Monolithic Slab Foundation

5. Wind loads

(Note: IS CODE 875 – 1987 (Part -3) code  gives wind forces and their effects in nature of static and dynamic that are used in designing the buildings, structures, and components of their Buildings.)

In wind load, the main consideration is the comfort of people inside and outside of the buildings.

Wind loads are initially horizontal in nature because of the movement of air relative to the earth. Wind load is required to be considered in design especially when the building exceeds two times the transverse dimensions to the exposed wind surface.

The following steps are used for wind load design.

Design Wind Speed ( Vz ) – The basic wind speed ( Vz) for any site shall be obtained from the map.

a) Risk level                       

b) Terrain roughness, height, and size of the structure; and

c) Local topography.

Basic wind speed is expressed as follows

Vz = Vb XK1 X K2 X K3

Vb = design wind speed at any height

K1 = Probability Factor      

K2 = Height, Terrain category, and Structure size

K3 = Topography Factor

Basic wind speed is expressed as follows

Design wind pressure

Pz = 0.6 X Vz^2

Pz = Design wind pressure in N/m^2 at height z

Vz – Design wind velocity in m/S at height Z

Wind Load on Individual Member

F = ( Cpe – Cpi) X A X Pd     

Cpe = external pressure coefficient,

Cpi  = internal pressure- coefficient,

A = surface area of a structural or cladding unit

Pd = design wind pressure.                          

The amount of wind load depends upon the following factors

  •  Geographical location
  • Size of the building or structure
  • Type of surrounding environment
  • The shape of the structure
  • Height of the structure

6. Accidental Load

General -The occurrence of accidental load with significant value is unlikely on a given structure over the period of time under consideration and also in most cases is of short duration.

The accidental loads are generated out of human action which is given below,

  • Collision impacts
  • Fire
  • Explosion

The above loads are not easy to avoid. They required extensive effort.

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