Dcs 1.1

1
Department of Civil Engineering
Design of Concrete Structures
Dr. B. Rajeevan
GCE Kannur
31st January 2011
9 am – 11 am
Outline
• Objectives and Methods of Analysis & Design
• Properties of Concrete and Steel
Introduction
• Why reinforced concrete?
– Advantages
• Flexibility in form
• Superiority in performance
• Mouldability
• Monolithicity
Modern reinforced concrete structures
• Animation 1.1.01
Design of RC Structures
• Empirical approach
• Elastic theory
• Limit state theory
Objectives
• The structures so designed should have an
acceptable probability of performing satisfactorily
during their intended life.
• The designed structure should sustain all loads and
deform within limits for construction and use.
– Adequate strengths
– limited deformations
• The designed structures should be durable.
• The designed structures should adequately resist to
the effects of misuse and fire.

2
Animation
• 1.1.2 – 1.1.4
Method of Design
• Working stress method
• Limit state method
• Limit states of collapse
• Limit states of serviceability
• Method based on experimental approach
Choice of the method of design is still left to the
designer as per Cl. 18.2 of IS 456:2000
Analysis of Structures
• The analyses of structures are based on linear elastic
theory.
• Structures when subjected to external loads (actions)
have internal reactions in the form of bending
moment, shear force, axial thrust and torsion in
individual members.
• As a result, the structures develop internal stresses
and undergo deformations.
• Essentially, we analyse a structure elastically
replacing each member by a line (with EI values) and
then design the section using concepts of limit state
of collapse.
Analysis of Structures
Design Loads
• In the limit state method, the design load
is the characteristic load with appropriate
partial safety factor (vide sec. 2.3.2.3 for
partial safety factors).
• In the working stress method, the design
load is the characteristic load only.
What is meant by characteristic load?
• Characteristic load (cl. 36.2 of IS 456:2000) is
that load which has a ninety-five per cent
probability of not being exceeded during the
life of the structure.

3
Characteristic load
• Characteristic load = Average/mean load + K
(standard deviation for load)
• The value of K is assumed such that the
actual load does not exceed the characteristic
load during the life of the structure in 95 per
cent of the cases.
Loads and Forces
• Dead loads
– These are the self weight of the structure to be
designed (Anim. 1.1.5a).
– The dimensions of the cross section are to be
assumed initially which enable to estimate the
dead loads from the known unit weights of the
materials of the structure.
– The accuracy of the estimation thus depends on
the assumed values of the initial dimensions of the
cross section.
– The values of unit weights of the materials are
specified in Part 1 of IS 875.
Department of Civil Engineering Department of Civil Engineering
Animation
• 1.1.5
Imposed loads
• They are also known as live loads and
consist of all loads other than the dead loads
of the structure.
• The values of the imposed loads depend on
the functional requirement of the structure.
• Residential buildings will have comparatively
lower values of the imposed loads than those
of school or office buildings.
• The standard values are stipulated in Part 2
of IS 875.
Wind loads
• These loads depend on the velocity of the
wind at the location of the structure,
permeability of the structure, height of the
structure etc.
• They may be horizontal or inclined forces
depending on the angle of inclination of the
roof for pitched roof structures.
• They can even be suction type of forces
depending on the angle of inclination of the
roof or geometry of the buildings.
• Wind loads are specified in Part 3 of IS 875.

4
Snow loads
• These are important loads for structures
located in areas having snow fall, which gets
accumulated in different parts of the structure
depending on projections, height, slope etc.
of the structure (Anim. 1.1.6).
• Standard values of snow loads are specified
in Part 4 of IS 875.
Department of Civil Engineering Department of Civil Engineering
Animation
• 1.1.6
Earthquake forces
• Earthquake generates waves which move from the origin of its
location (epicenter)with velocities depending on the intensity
and magnitude of the earthquake.
• The impact of earthquake on structures depends on the stiffness
of the structure, stiffness of the soil media, height and location of
the structure etc. (Anim. 1.1.7).
• Accordingly, the country has been divided into several zones
depending on the magnitude of the earthquake.
• The earthquake forces are prescribed in IS 1893. Designers
have adopted equivalent static load approach or spectral
method.
Shrinkage, creep and temperature
effects
• Shrinkage, creep and temperature (high or
low) may produce stresses and cause
deformations like other loads and forces
(Anim. 1.1.8, 9 and 10).
• Hence, these are also considered as loads
which are time dependent.
• The safety and serviceability of structures are
to be checked following the stipulations of cls.
6.2.4, 5 and 6 of IS 456:2000 and Part 5 of IS
875.
Animation
• Anim. 1.1.8, 9 and 10
Other forces and effects
• Foundation movement (IS 1904)
• Elastic axial shortening
• Soil and fluid pressures (vide IS 875 - Part 5)
• Vibration
• Fatigue
• Impact (vide IS 875 - Part 5)
• Erection loads (IS 875 - Part 2)
• Stress concentration effect due to point of application
of load and the like.

5
Foundation Movement
Erection Load
Combination of loads
• Design of structures would have become
highly expensive in order to maintain their
serviceability and safety if all types of forces
would have acted on all structures at all
times.
• Accordingly, the concept of characteristic
loads has been accepted to ensure that in at
least 95 per cent of the cases, the
characteristic loads considered will be higher
than the actual loads on the structure.
Combination of loads
• However, the characteristic loads are to be calculated
on the basis of average/mean load of some logical
combinations of all the loads mentioned.
• These logical combinations are based on
– (i) the natural phenomena like wind and
earthquake do not occur simultaneously,
– (ii) live loads on roof should not be present when
wind loads are considered;
• IS 875 Part 5 stipulates the combination of loads to
be considered in the design of structures.
Practice Questions
• Show two reasons why concrete is superior to
stone, timber and steel?
• Define integrated structure.
• State four objectives of the design of
reinforced concrete structure.
• How to fulfill the four objectives of the design
of reinforced concrete structures?
• What are the three methods of design of
reinforced concrete structural elements?
• Which of the three methods is the best?
Practice Questions
• What is the basis of the analysis of structures
to be designed?
• How to estimate the design loads in (i) limit
state method, and (ii) working stress method?
• Define characteristic load.
• What are the main (i) loads, (ii) forces and (iii)
effects to be considered while designing the
structures?
• What are the basis of combining different
loads for the design?

Dcs 1.1

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Dcs 1.1