Topic outline
- General
- Concrete T Beam Design to Eurocode 2 - Strain Compatibility Method
Concrete T Beam Design to Eurocode 2 - Strain Compatibility Method
- Shear Design Worked Example Calculation in Accordance with Eurocode 2
Shear Design Worked Example Calculation in Accordance with Eurocode 2
Shear Design of Concrete Beams
A failure mode of a reinforced concrete beam is shear. Cracks occur in concrete beams where tension stresses caused by shear. Example: near supports.
There are several contributing factors towards the shear capacity of a reinforced concrete beams;
- Shear strength in compression zone
- Vertical component of aggregate interlock
- Shear reinforcement
- Dowel action of flexural reinforcement
- Bending Resistance of a Singly Reinforced Concrete Slab to Eurocode 2 (Worked Example)
Bending Resistance of a Singly Reinforced Concrete Slab to Eurocode 2 (Worked Example)
- Shear Resistance of a Singly Reinforced Concrete Slab to Eurocode 2 (Worked Example)
Shear Resistance of a Singly Reinforced Concrete Slab to Eurocode 2 (Worked Example)
- RC Beam Design - Bending Resistance of a Doubly Reinforced Concrete Beam
RC Beam Design - Bending Resistance of a Doubly Reinforced Concrete Beam
- How to Calculate Lever Arm of Internal Forces (z)
How to Calculate Lever Arm of Internal Forces (z)
- Flexural Capacity of a Reinforced Concrete Beam to Eurocode 2
Flexural Capacity of a Reinforced Concrete Beam to Eurocode 2
- Definition of a Concrete Beam and Deep Beam in Eurocode 2
Definition of a Concrete Beam and Deep Beam in Eurocode 2
- What is Effective Depth of a Concrete Section?
What is Effective Depth of a Concrete Section?
- Reinforcement Detailing
- Control of Cracking
Control of Cracking
Main reasons behind control of cracking are
- Corrosion
- Leakage
- Appearance
- Torsion
Torsion
- Nearest Equivalent British Standards
Nearest Equivalent British Standards
BS 8110 - Structural Use of Concrete