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 6.11 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]
