**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

« Support moments of continuous slabs Static analysis » |

Cantilevers Cantilever is a slab supported on one fixed, such as slab s4 in the figure of §4.1. The fixity on this edge is ensured by another coincident slab, such as slab s2 in the same figure.
Static analysis of cantilevers (as well as one-way slabs) takes into account that loads are applied on 1.00 m wide strips.
The elastic line is calculated, considering separately the uniform load
The basic equation of elastic line is solved in two steps:
Maximum deflection occurs at position
For
For
Maximum deflection occurs at position
In the special case where the concentrated load
· When the cantilever slab is in continuity with an adjacent slab, its deflection increases by the linear deflection due to the rotation of their common edge. Example Cantilever slab with thickness h=200 mm, length L=2.00 m and concrete C40/50, is subjected to covering load g Calculate bending moments, shear forces and deflections in ultimate limit state. Solution: Loads: Consider strip width b=1.00 m. Self-weight: g Covering load: g Total distributed dead load: g=g Dead concentrated load: G=4.0kN/m Live load: q=5.0kN/m2 Design loads p=γ P=γ Design shear forces V V Design bending moments M M Deflections For C40/50 it is E=35.2x10 I=b E Due to uniformly distributed load p:
Due to concentrated load P:
In total: y
The calculated deflection corresponds to the ultimate limit state. The deflection for serviceability limit state, would result considering the respective serviceability loads with values e.g. p
One-way slabs |

« Support moments of continuous slabs Static analysis » |