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REINFORCED CONCRETE
Introduction
Reinforced concrete is a composite material, consisting of steel
reinforcing bars embedded in concrete. Concrete has high
compressive strength but low tensile strength. Steel bars can resist
high tensile stresses but will buckle when subjected to
high tensile stresses but will buckle when subjected to
comparatively low compressive stresses. Steel bars are used in the
zones within a concrete member which will be subjected to tensile
stresses. Reinforced concrete is an economical structural material
which is both strong in compression and in tension. Concrete
provides corrosion protection and fire resistance to the steel bars.
During the course of this Training, we will be looking at the
following :
 Limit State Design
 Limit State Design
 Design of Reinforced Concrete Beam
 Design of Reinforced Concrete Slab
 Design of Reinforced Concrete Column
This Course is designed to enhance participants knowledge
of structural design of reinforced concrete structures in line
with applicable code of practise.
Learning Objectives
At the End of this Course, Participants should be able :
 Estimate the load on any given structural member.
Learning Outcomes
 Analyse the member for shear force and bending moments.
 Design for shear and moment reinforcements.
 Carry out serviceability checks.
DESIGN OF REINFORCED CONCRETE SLAB
DESIGN OF REINFORCED CONCRETE SLAB
Learning Outcome
At the End of this Module, you should be able :
• Design reinforced concrete slab.
DESIGN OF RC SLAB
SLAB DESIGN
1.
SLAB DESIGN
1.
SLAB DESIGN
1.
SLAB DESIGN
1.
SLAB DESIGN
1.
SLAB DESIGN
1.
SLAB DESIGN
1.
SLAB DESIGN
1.
SLAB DESIGN
1.
SLAB DESIGN
1.
WORKED EXAMPLES
DESIGN OF ONE WAY SLAB
1.
Design the water tank slab over the stair hall of a residential building shown
below using 20 – 250 concrete.
DESIGN OF ONE WAY SLAB
1.
DESIGN OF ONE WAY SLAB
1.
DESIGN OF TWO WAY SLAB
1.
DESIGN OF TWO WAY SLAB
1.
DESIGN OF TWO WAY SLAB
1.
Hope Everything is
Clear so far?
Clear so far?
Thank you for
Your TIME
Your TIME

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DOC-20221125-WA0003..pdf