Eurocode 2 Worked Examples

• Publisher: ECP European Concrete Platform
• Year: 2017
• Tongue: English
• Leaves: 126
• Edition: rev A 31-03-2017
• Category: Library

✦ Table of Contents

NAVIGATION KEY
TABLE OF CONTENTS
SECTION 2. Basis of design - worked examples
EXAMPLE 2.1. ULS combinations of actions for a continuous beam [EC2 – clause 2.4]
EXAMPLE 2.2 ULS combinations of actions for a canopy [EC2 – clause 2.4]
EXAMPLE 2.3 ULS combination of action - residential concrete framed building [EC2 – clause 2.4]
EXAMPLE 2.4 ULS combinations of actions on a reinforced concrete retaining wall [EC2 – clause 2.4]
EXAMPLE 2.5 Concrete retaining wall: global stability and ground resistance verifications [EC2 – clause 2.4]
SECTION 4. Durability - worked examples
Example 4.1 [EC2 clause 4.4]
Example 4.2 [EC2 clause 4.4]
Example 4.3 [EC2 clause 4.4]
SECTION 6. Ultimate limit states - worked examples
Example 6.1 (Concrete C30/37) [EC2 clause 6.1]
Example 6.2 (Concrete C90/105) [EC2 clause 6.1]
Example 6.3 Calculation of VRd,c for a prestressed beam [EC2 clause 6.2]
Example 6.4 Determination of shear resistance given the section geometry and mechanics [EC2 clause 6.2]
Example 6.4b – the same above, with steel S500C fyd = 435 MPa. [EC2 clause 6.2]
Example 6.5 [EC2 clause 6.2]
Example 6.6 [EC2 clause 6.3]
Example 6.7 Shear – Torsion interaction diagrams [EC2 clause 6.3]
Example 6.8 Wall beam [EC2 clause 6.5]
Example 6.9 Thick short corbel, ac < hc/2 [EC2 clause 6.5]
Example 6.10 Thick cantilever beam, ac > hc/2 [EC2 clause 6.5]
Example 6.11 Gerber beam [EC2 clause 6.5]
Example 6.12 Pile cap [EC2 clause 6.5]
Example 6.13 Variable height beam [EC2 clause 6.5]
Example 6.14. 3500 kN concentrated load [EC2 clause 6.5]
Example 6.15 Slabs0F ,1F [EC2 clause 5.10 – 6.1 – 6.2 – 7.2 – 7.3 – 7.4]
6.15.1 Description of the structure
Material properties
Concrete cover
6.15.2 Structural model
Restraints
Prestressing forces
Time-dependent prestressing losses
6.15.3 Actions
6.15.4 Combinations of Actions
6.15.5 Verification at Serviceability Limit State
Verification at tensioning
Verification of limit state of stress limitation in concrete
Verification of Serviceability Limit State of Cracking
Deformation
6.15.6 Verification of Ultimate Limit State
Slab ultimate limit state
Verification to Bursting Force
Verification to spalling force
SECTION 7. Serviceability limit states – worked examples
Example 7.1 Evaluation of service stresses [EC2 clause 7.2]
example 7.2 Design of minimum reinforcement [EC2 clause 7.3.2]
Example 7.3 Evaluation of crack amplitude [EC2 clause 7.3.4]
Example 7.4 Design formulas derivation for the cracking limit state [EC2 clause 7.4]
7.4.1 Exact method
7.4.2 Approximated method
Example 7.5 Application of the approximated method [EC2 clause 7.4]
Example 7.6 Verification of limit state of deformation
SECTION 11. Lightweight concrete – worked examples
Example 11.1 [EC2 Clause 11.3.1 – 11.3.2]
Example 11.2 [EC2 clause 11.3.1 – 11.3.5 – 11.3.6 – 11.4 – 11.6]