GENERAL
Design life: 50 years
Concrete Strength Class: C30/37
Reinforcement Steel: B500C
Design standards
EN 1990, EN 1991, EN 1992, EN 1997, EN 1998
PERMANENT (gk) AND IMPOSED (qk) LOADS
| Reinforced concrete | : 25,00 kN/m³ |
| Brick wall 28 cm | : 3,60 kΝ/m² |
| Brick wall 10 cm | : 2,10 kΝ/m² |
| Basement (Block 1) | : gk = 5,0 kPa, qk = 2,5 kPa |
| Ground Floor (Block 1) | : gk = 5,0 kPa qk = 10 kPa |
| Roof (Block 1) | : gk = 2,0 kPa qk = 0,5 kPa |
| Basement (Block 2) | : gk = 5,0 kPa qk = 2,5 kPa |
| Ground Floor (Block 2) | : gk = 5,0 kPa qk = 5,0 kPa |
| Mezzanine (Block 2) | : gk = 5,0 kPa qk = 5,0 kPa |
| Roof (Block 2) : | : gk = 2,0 kPa qk = 0,5 kPa |
SEISMIC ACTION
| Ductility Class | :Medium |
| Seismic Zone: | Z3 (αg =0,25g) |
| Importance Class | : ΙΙ |
| Importance Factor | : γΙ = 1,00 |
| Ground Type | : C (SPT≈ 25) |
| Soil factor | : S = 1,25 |
| Response Spect, Type | : Type 1 |
| Behavior Factor-Block 1: | qx = 3.45 qz = 3.30 |
| Behavior Factor-Block 2: | qx = 3.00 qz = 3.00 |
FOUNDATION
Subgrade reaction coeff.: kν = 30000 kN/m²/m
Allow. Bearing Pressure : 150 kPa
FOR MORE INFORMATION REFER TO DESIGN REPORT
GENERAL
1. ALL DIMENSIONS ARE GIVEN IN m UNLESS OTHERWISE NOTED.
2. REINFORCEMENT SPACING IS GIVEN IN cm UNLESS OTHERWISE NOTED.
3. LEVELS SHOWN ON THE PLAN ARE STRUCTURAL FLOOR LEVELS IN METERS (MSL). FOR FINISHED FLOOR LEVELS REFER TO ARCHITECTURAL DRAWINGS.
4. THE SEISMIC JOINT BETWEEN BUILDING B1 & B2 & B3 IS 5 cm WIDE.
5. ALL STRUCTURAL DRAWINGS SHOULD BE READ IN CONJUNCTION WITH THE ARCHITECTURAL AND E&M DRAWINGS AND THE GENERAL TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
6. SEE REINFORCEMENT DETAIL DRAWINGS FOR BALANCE OF INFORMATION.
CONCRETE
1. CONCRETE CLASS: C30/37
2. WHERE NEEDED, EDGES OF COLUMNS, BEAMS, SLABS AND WALLS SHALL BE SHAPED WITH THE USE OF 25x25 mm TRIANGULAR PLASTIC FILLETS.
COVER
1. FOUNDATION: 65 mm
2. BASEMENT WALL - OUTER SURFACE: 65 mm
3. BASEMENT WALL - INNER SURFACE: 45 mm
4. BEAMS AND COLUMNS: 45 mm
5. SLABS: 40 mm
REINFORCEMENT
1. STRENGTH CLASS: B500C, fy=500 MPa
2. ALL STIRRUPS IN BEAMS, COLUMNS AND WALLS MUST BE CLOSED.
3. TRANSVERSE REINFORCEMENT SPECIFIED AS 1S ∅10/15 DENOTES 1 NO. SHEAR LINK AT THE BEAM CROSS-SECTION COMPRISING 2 NO. LEGS DIAMETER 10 mm AND SPACED AT 15 cm CENTERS.
4. BAR LENGTHS SHOWN REFER TO THE EXACT LENGTH OF THE BAR (INCLUDING THE BENT PART OF BAR)
5. TOP DISTRIBUTION REINFORCEMENT IN SLABS IS Ø10/15 TOP.
6. LAPPING OF REINFORCEMENT SHOULD BE DONE AT THE POSITIONS AND THE LENGTHS SHOWN ON THE DRAWINGS. IF LAPPING IS REQUIRED ELSEWHERE THE LAPPING LENGTH SHOULD BE:
VERTICAL BARS: 54Ø
HORIZONTAL BARS IN SLABS: 54Ø
HORIZONTAL BARS GENERAL: 77Ø