**VOLUME A**

The art of construction and detailing- Introduction
- The structural frame
- Construction methods
- Reinforcement
- Quantity surveying
- Estimation of the concrete’s quantity
- Estimation of the formworks’ quantity
- Estimation of the spacers’ quantity
- Estimation of the reinforcements' quantity
- Total estimation of the materials’ quantities
- Optimization of the reinforcement schedule
- Estimation of the structural frame’s cost
- Electronic exchange of designs - bids - orders

- Detailing drawings
- General
- The drawings’ title block
- Carpenter’s drawings
- EXCAVATIONS and FOUNDATION FLOOR (Drawing C.10)
- FORMWORK OF THE FOUNDATION and the basement floor (Drawing C.20)
- FORMWORK of the BASEMENT’S ceiling (Drawing C.30)
- FORMWORK of the GROUND FLOOR’S ceiling (Drawing C.40)
- FORMWORK of the MEZZANINE’S ceiling (Drawing C.50)
- FORMWORK of the MEZZANINE’S ceiling with thermal insulation (Drawing C.55)

- Steel fixer’s drawings

- Tables
- Drawings
- Model (exemplary) construction
**VOLUME B**

Static and Dynamic Analysis- General
- Limit States Design
- Models Analysιs
- Slabs
- Seismic behaviour
- One-storey plane frames
- Coupled one-storey plane frames
- Multistorey plane frames
- Space frames
- Diaphragmatic behaviour
- Centre of mass and radius of gyration
- Centre of stiffness and elastic displacements of the diaphragm
- Assessment of building torsional behaviour
- One-storey space frame with rectangular columns in parallel arrangement
- Multistorey space frame of rectangular columns in parallel arrangement
- Exercises

- Seismic accelerations and loadings
- Tables
- APPENDIX A
- APPENDIX B
- APPENDIX C
- APPENDIX D
- APPENDIX D7

« Effects of actions Effective span of beams and slabs [EC2 A§5.3.2.2] » |

Exercise The residential building of the sketch includes a basement of area
The building is situated in the seismic area Z The calculation of the seismic and wind forces as well as a comparison between them is asked.
[t] : masses, w [kN/m^{2}]: wind loads, a_{i}[m/sec^{2} ]: seismic accelerations Since the building is residential
The total mass of the building during earthquake is
The design acceleration at the CM is
The seismic force imposed on level 'i' is:
therefore
The total seismic force (or the total seismic base shear force)
For maximum wind load 6 5 Rest levels: The total wind force is
Wind forces represent
Models Analysιs Structural model |

« Effects of actions Effective span of beams and slabs [EC2 A§5.3.2.2] » |