Amogh N P
 In loving memory of Amogh N P — Architect · Designer · Visionary 
A reinforced-concrete frame on site, reinforcement cages rising from the columns — steel and concrete working together.
Unit II25ART202 · Concept of Building Structures

Basic Structural Concepts & Materials

The loads a building must carry — and the materials that resist them.

≈ 35 min + calculator

A structure is sized by two things: the loads it must carry, and the materials that resist them. This unit names the loads — dead, live, wind and seismic — and shows why concrete and steel are paired in reinforced concrete: each is strong exactly where the other is weak.

Learning objectives

By the end of this lesson, you will be able to — mapped to the course outcomes for Concept of Building Structures:

1
CO2 · Understand

Identify dead, live (imposed), wind and seismic loads and where each comes from.

2
CO2 · Apply

Combine loads with the limit-state factors used in Indian design.

3
CO2 · Analyse

Explain why concrete is weak in tension and how steel reinforcement fixes it.

4
CO6 · Evaluate

Pick a sensible material for a member given the stresses it must resist.

What it must carry

The loads on a building

Dead load is the permanent self-weight; live (imposed) load is the movable load of use; wind acts horizontally and grows with height; and seismic load is the inertial force of a shaking ground. Indian codes: IS 875 Parts 1–3 and IS 1893.[1, 2]

The loads a building must carry dead load (self-weight) live load (use) wind grows with height seismic — inertial force from the shaking ground
DiagramThe loads on a building: dead and live loads acting downward, wind acting horizontally and rising with height, and seismic force from the shaking ground

Dead load (DL)

The permanent self-weight of the structure and everything fixed to it — slabs, beams, walls, finishes. Constant and predictable; densities are tabulated in IS 875 Part 1.[1]

Try it

Combine the loads

Loads rarely act alone. In limit-state design the basic factored combination is 1.5 (DL + LL) — the load the section is actually designed for. Set the dead and live loads and watch it.

Load combination · limit state

Basic factored combination (IS 456 limit state): 1.5 (DL + LL).

0.0 kN/m²

Service load (DL + LL)

0.0 kN/m²

Factored load 1.5(DL+LL)

The factored load is what the section is designed to resist.

Concrete & steel

The materials

Concrete is cheap, mouldable, fire-resistant and strong in compression — but it cracks in tension. Steel is strong in both and ductile, but corrodes and weakens in fire. Reinforced concrete puts steel bars exactly where the tension is.[3]

Concrete, steel & why RCC works plain concrete pulled cracks — weak in tension steel bar pulled holds — strong in tension RCC beam in bending compression (concrete) tension (steel bars) steel where it pulls, concrete where it pushes
DiagramWhy RCC works: plain concrete cracks in tension, a steel bar holds in tension, and an RCC beam sags with steel in the bottom tension zone and concrete in the top compression zone
PropertyConcreteSteel
Strong in compressionConcrete — yesSteel — yes
Strong in tensionConcrete — no (weak, cracks)Steel — yes
Fire resistanceConcrete — goodSteel — poor (needs protection)
Self-weightConcrete — heavySteel — light for its strength
Role in RCCConcrete takes compressionSteel bars take tension
A reinforced-concrete frame on site, reinforcement cages rising from the columns — steel and concrete working together.
PhotoA reinforced-concrete frame on site, reinforcement cages rising from the columns — steel and concrete working together.iMahesh · CC BY-SA 4.0 · via Wikimedia Commons
A beam reinforcement cage tied before concreting — steel bars positioned to take tension.
PhotoA beam reinforcement cage tied before concreting — steel bars positioned to take tension.Tomas Castelazo · CC BY-SA 3.0 · via Wikimedia Commons
Apply it

Study task

For a typical 3 m × 4 m bedroom, estimate the dead and live load per square metre and compute the factored load with 1.5(DL+LL). Note where you would expect tension in the floor slab below.

Check your understanding

Self-assessment

1. The permanent self-weight of a building's slabs, beams and walls is the —

2. Why is steel placed in the tension zone of a reinforced-concrete beam?

3. Which Indian code maps the country into seismic zones II–V?

In a nutshell

Recap

Loads are dead (permanent self-weight), live (occupancy), wind (horizontal, height-driven) and seismic (inertial from shaking).
Indian loading codes: IS 875 Parts 1–3 (dead/live/wind), IS 1893 (seismic).
Concrete is strong in compression but weak in tension; steel is strong in both.
Reinforced concrete puts steel where the tension is and concrete where the compression is — the best of both.
The evidence

References & further reading

  1. [1]IS 875 (Parts 1–3):1987 — Code of Practice for Design Loads (Dead, Imposed, Wind) for Buildings and Structures. BIS.
  2. [2]IS 1893 (Part 1):2016 — Criteria for Earthquake Resistant Design of Structures. Bureau of Indian Standards.
  3. [3]IS 456:2000 — Plain and Reinforced Concrete — Code of Practice. BIS. https://law.resource.org/pub/in/bis/S03/is.456.2000.pdf
  4. [4]B.C. Punmia et al., Strength of Materials and Theory of Structures (Vol. I). Laxmi Publications.
  5. [5]R.K. Bansal, A Textbook of Strength of Materials. New Delhi: Laxmi Publications.

Further reading

  • R.K. Bansal, A Textbook of Strength of Materials.
  • S. Ramamrutham, Strength of Materials. Dhanpat Rai & Sons.
  • Mario Salvadori, Why Buildings Fall Down (with Matthys Levy).

Sources gathered and fact-checked June 2026. Published values vary by source, sample and method — treat as indicative and confirm against the cited standard before structural use.