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TOPIC 1

ADVANTAGES OF CONTINOUS
MEMBERS
EVEN DISTRIBUTION OF MOMENTS


• Between center of span and supports


• Lesser span moments


• Longer spans
REDUCTION OF SIZE


• Vertical load carrying capacity is more


• Lighter structures


• Economical
HIGHER LOAD CARRYING CAPACITY


• Redistribution of moments


• Reduced cross sectional dimensions
INCREASED STABILITY


• Redundancy in load path


• Formation of hinges in extreme events
PRECAST UNITS CONNECTED BY
          PRESTRESSED CABLES


• Segmental construction


• Precast units


• Connected by pre-stressed cable
SUITABLE POSITIONING OF CURVED
               CABLES


• In post tensioned girders


• Resist span and support moments
REDUCTION IN NO: OF ANCHORAGES


• One pair of post tensioned anchorages


• A single stressing operation


• Less maintenance
SMALLER DEFLECTIONS


• Higher load carrying capacity


• Even distribution of moments


• Safer
DISADVANTAGES

• Secondary stresses

• Losses

• Skill of workmanship

• Analysis and design

• Concordant cables
TOPIC 2

METHODS OF ACHIEVING
CONTINUITY
USING STRAIGHT CABLES

• Wide web necessary

• Large anchorage blocks

• Form work

• Skilled workmen

• High strength threaded
  rods
USING CURVED CABLES

• Higher resistance to
  stress
• Longer spans

• Cracking over piers
  eliminated in multistage
  post-tensioning
Advantages of continous members
USING CAP CABLES
Negative moment taken care of
USING STRAIGHT TENDONS
Limited length
COMPOSITE CONSTRUCTION

• Beam ends embedded
  in cast-in-situ
  diaphragms
• Reinforcement for
  negative moment
  within deck thickness
• SS under major loads
COUPLING
• Pre-tensioned precast
  members
• Optimized strands
• Top strands at adjacent
  interior members
  coupled
• Performance of full
  length post tensioning
• Lesser cost
TWO TYPES
                               PARTIALLY
FULLY CONTINOUS                CONTINOUS
                               • Using cap cables
• Using straight cables
                               • Using straight tendons
• Using curved cables          • Tendons not used to

• Larger size tendons            achieve continuity
                               • Negative moment at
• Secondary reinforcements       supports

• Expensive                    • Cheaper
Advantages of continous members
Advantages of continous members
Advantages of continous members
Advantages of continous members
TOPIC 3

EFFECT OF PRESTRESS
Advantages of continous members
Advantages of continous members
Advantages of continous members
Advantages of continous members

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Advantages of continous members