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Lecturer: Eng. Sadak Sufi Ali
Introduction of Concrete
Lecture 2
CONCRETE TECHNOLOGY
Introduction
Concrete and Steel are the two most commonly used Structural
materials in the construction industry.
Concrete consists of following ingredients:
Cementitious material (cement or lime)
Coarse aggregate (Crush stone etc)
Fine aggregate (Sand )
Water (which is fit for drinking)
Mechanism of Load Transfer
Load
Roof Surface
Roof Slab
Beams
Column
Foundation
Sub Soil
10/2/2020
10:42:00
4
Function of structure is
to transfer all the loads
safely to ground.
A particular structural
member transfers load
to other structural
member.
Merits of Concrete Construction
1. Good Control over cross sectional dimensions and Shape
One of the major advantage of concrete structures is the full control
over the dimensions and structural shape. Any size and shape can
be obtained by preparing the formwork accordingly.
2. Availability of Materials
All the constituent materials are earthen materials (cement, sand,
crush) and easily available in abundance.
3. Economic Structures
All the materials are easily available so structures are economical.
4. Good Insulation
Concrete is a good insulator
10/2/2020
10:42:00
5
Merits of Concrete Construction (contd…)
5. Good Binding Between Steel and Concrete
there is a very good development of bond between steel and
concrete.
6. Stable Structure
Concrete is strong in compression but week in tension and steel as
strong in tension so their combination give a strong stable structure.
7. Less Chances of Buckling
Concrete members are not slim like steel members so chances of
buckling are much less.
8. Aesthetics
concrete structures are aesthetically good
10/2/2020
10:42:00
6
Merits of Concrete Construction (contd…)
Demerits of Concrete Construction
1. Week in tension
Concrete is week in tension so large amount of steel is required.
2. Increased Self Weight
Concrete structures have more self weight compared with steel
structures so large cross-section is required only to resist self weight,
making structure costly.
3. Cracking
Unlike steel structures concrete structures can have cracks. More
cracks with smaller width are better than one crack of larger width.
10/2/2020
10:42:00
7
Specification & Codes
These are rules given by various organizations in order to
guide the designers for safe and economical design of
structures
Various Codes of Practices are
1. ACI 318-08 (American Concrete Institute) Building
Code Requirements for Structural Concrete
2. AASHTO Specifications for Concrete Bridges. By
American Association of State Highway and
Transportation Officials.
3. ASTM (American Society for Testing and Materials)
for testing of materials.
10/2/2020
10:42:00
8
Design Loads
Dead Load
“The loads which do not change their magnitude and position
w.r.t. time within the life of structure”
Dead load mainly consist of superimposed loads and self load of
structure.
Self Load
It is the load of structural member due to its own weight.
Superimposed Load
It is the load supported by a structural member. For instance
self weight of column is self load and load of beam and slab
over it is superimposed load.
9
Design Loads (contd…)
Live Load
“Live loads consist chiefly of occupancy loads in buildings and
traffic loads on bridges”
10
Objectives of Designer
There are two main objectives
1. Safety
2. Economy
Safety
The structure should be safe enough to carry all the applied
throughout the life.
Economy
Structures should be economical. Lighter structures are more
economical.
In concrete Structures overall cost of construction decides the
economy, not just the self weight.
11
Plain Cement Concrete (PCC)
Mixture of cement , sand and coarse aggregate without any
reinforcement is known as PCC.
PCC is strong in compression and week in tension. Its tensile strength is
so small that it can be neglected in design.
Reinforced Cement Concrete (RCC)
Mixture of cement , sand and coarse aggregate with
reinforcement is known as RCC. (Tensile strength is improved)
12
Densities of Important Materials
Material Density (Kg/m3)
PCC 2300
RCC 2400
Brick masonry 1900-1930
Earth/Sand/Brick ballast 1600-1800
13
Intensities of Live Loads (Table 1.1, Design of concrete structures by Nilson)
Occupancy / Use Live Load(Kg/m2)
Residential/House/Class Room 200
Offices 250-500
Library Reading Room 300
Library Stack Room 750
Warehouse/Heavy storage 1250
Basic Design Equation
Applied Action x F.O.S = Max. Internal Resistance
Factor of Safety
F.O.S. = Max. Failure load/Max. Service Load
Following points are relevant to F.O.S
1. It is used to cover uncertainties due to
1. Applied loads
2. Material strength
3. Poor workmanship
4. Unexpected behavior of structure
5. Thermal stresses
6. Fabrication
7. Residual stresses
2. If F.O.S is provided then at service loads deflection and cracks are
within limits.
3. It covers the natural disasters.
14
Reinforced Cement Concrete (RCC)
Mix Proportion
Cement : Sand : Crush
1 : 1.5 : 3
1 : 2 : 4
1 : 4 : 8
Water Cement Ratio (W/C)
W/C = 0.5 – 0.6
For a mix proportion of 1:2:4 and W/C = 0.5, if cement is 50 kg
Sand = 2 x 50 = 100 Kg
Crush = 4 x 50 = 200 Kg Batching By Weight
Water = 50 x 0.5 = 25 Kg
15
Concluded
16

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Concrete Technology.pdf

  • 1. 1 Lecturer: Eng. Sadak Sufi Ali Introduction of Concrete Lecture 2 CONCRETE TECHNOLOGY
  • 2. Introduction Concrete and Steel are the two most commonly used Structural materials in the construction industry.
  • 3. Concrete consists of following ingredients: Cementitious material (cement or lime) Coarse aggregate (Crush stone etc) Fine aggregate (Sand ) Water (which is fit for drinking)
  • 4. Mechanism of Load Transfer Load Roof Surface Roof Slab Beams Column Foundation Sub Soil 10/2/2020 10:42:00 4 Function of structure is to transfer all the loads safely to ground. A particular structural member transfers load to other structural member.
  • 5. Merits of Concrete Construction 1. Good Control over cross sectional dimensions and Shape One of the major advantage of concrete structures is the full control over the dimensions and structural shape. Any size and shape can be obtained by preparing the formwork accordingly. 2. Availability of Materials All the constituent materials are earthen materials (cement, sand, crush) and easily available in abundance. 3. Economic Structures All the materials are easily available so structures are economical. 4. Good Insulation Concrete is a good insulator 10/2/2020 10:42:00 5
  • 6. Merits of Concrete Construction (contd…) 5. Good Binding Between Steel and Concrete there is a very good development of bond between steel and concrete. 6. Stable Structure Concrete is strong in compression but week in tension and steel as strong in tension so their combination give a strong stable structure. 7. Less Chances of Buckling Concrete members are not slim like steel members so chances of buckling are much less. 8. Aesthetics concrete structures are aesthetically good 10/2/2020 10:42:00 6
  • 7. Merits of Concrete Construction (contd…) Demerits of Concrete Construction 1. Week in tension Concrete is week in tension so large amount of steel is required. 2. Increased Self Weight Concrete structures have more self weight compared with steel structures so large cross-section is required only to resist self weight, making structure costly. 3. Cracking Unlike steel structures concrete structures can have cracks. More cracks with smaller width are better than one crack of larger width. 10/2/2020 10:42:00 7
  • 8. Specification & Codes These are rules given by various organizations in order to guide the designers for safe and economical design of structures Various Codes of Practices are 1. ACI 318-08 (American Concrete Institute) Building Code Requirements for Structural Concrete 2. AASHTO Specifications for Concrete Bridges. By American Association of State Highway and Transportation Officials. 3. ASTM (American Society for Testing and Materials) for testing of materials. 10/2/2020 10:42:00 8
  • 9. Design Loads Dead Load “The loads which do not change their magnitude and position w.r.t. time within the life of structure” Dead load mainly consist of superimposed loads and self load of structure. Self Load It is the load of structural member due to its own weight. Superimposed Load It is the load supported by a structural member. For instance self weight of column is self load and load of beam and slab over it is superimposed load. 9
  • 10. Design Loads (contd…) Live Load “Live loads consist chiefly of occupancy loads in buildings and traffic loads on bridges” 10
  • 11. Objectives of Designer There are two main objectives 1. Safety 2. Economy Safety The structure should be safe enough to carry all the applied throughout the life. Economy Structures should be economical. Lighter structures are more economical. In concrete Structures overall cost of construction decides the economy, not just the self weight. 11
  • 12. Plain Cement Concrete (PCC) Mixture of cement , sand and coarse aggregate without any reinforcement is known as PCC. PCC is strong in compression and week in tension. Its tensile strength is so small that it can be neglected in design. Reinforced Cement Concrete (RCC) Mixture of cement , sand and coarse aggregate with reinforcement is known as RCC. (Tensile strength is improved) 12
  • 13. Densities of Important Materials Material Density (Kg/m3) PCC 2300 RCC 2400 Brick masonry 1900-1930 Earth/Sand/Brick ballast 1600-1800 13 Intensities of Live Loads (Table 1.1, Design of concrete structures by Nilson) Occupancy / Use Live Load(Kg/m2) Residential/House/Class Room 200 Offices 250-500 Library Reading Room 300 Library Stack Room 750 Warehouse/Heavy storage 1250
  • 14. Basic Design Equation Applied Action x F.O.S = Max. Internal Resistance Factor of Safety F.O.S. = Max. Failure load/Max. Service Load Following points are relevant to F.O.S 1. It is used to cover uncertainties due to 1. Applied loads 2. Material strength 3. Poor workmanship 4. Unexpected behavior of structure 5. Thermal stresses 6. Fabrication 7. Residual stresses 2. If F.O.S is provided then at service loads deflection and cracks are within limits. 3. It covers the natural disasters. 14
  • 15. Reinforced Cement Concrete (RCC) Mix Proportion Cement : Sand : Crush 1 : 1.5 : 3 1 : 2 : 4 1 : 4 : 8 Water Cement Ratio (W/C) W/C = 0.5 – 0.6 For a mix proportion of 1:2:4 and W/C = 0.5, if cement is 50 kg Sand = 2 x 50 = 100 Kg Crush = 4 x 50 = 200 Kg Batching By Weight Water = 50 x 0.5 = 25 Kg 15