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

 

 

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