Book Index
- Introduction Of RCC Structure
- Cement concrete
- Aggregate
- Reinforced cement concrete
- Grade of concrete and steel
- Properties of concrete
- Safety load
- Concrete cover on steel reinforcement bar
- Steel concrete bond, development length and anchorage value
- Effective span for single or double reinforcement beam
- Flexural Member
- Limit state of collapse
- Limit state of collapse in flexure
- Limit state of shear
- Design of shear reinforcement
- Limit state of serviceability
- Singly Reinforcement Beam
- Singly reinforced beam
- Design of singly reinforced beam
- Doubly Reinforcement Beam
- Stress block diagram
- Design of doubly reinforced beam
- T- Beam
- Important terms related to beam
- Limit state of collapse in flexure
- Design of T-beam
- Lintel
- Weight of lintel
- Size of lintel
- Bearing
- Design of lintel
- Cantilever Beam
- Design of cantilever
- Effective length
- Slab
- One way slab
- Two way slab
- Compression Members ( Axially Loaded Columns)
- Classification of columns
- Effective length of the column
- Difference between short column and long column
- Reinforcement in a column
- Specification related to column according to IS 456:2000
- Design steps of axially loaded column
- Design of Footing
- Isolated footings
- Critical section for shear force and bending moment
- Layout of tension reinforcement
- Retaining Wall
- Types of retaining wall
- Cantilever retaining wall
- Earth pressure
- Effect of surcharge
- Provisions of the IS Code:456
- Preliminary design proportions
- Prestressed Concrete
- Advantages and disadvantages of prestressed concrete
- Losses in prestressing
- Methods of prestressing
- Use, merits and demerits of prestressed concrete
- Stress calculation
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