« Ground floor - Columns Optimization of the reinforcement schedule »

 

Total estimation of the materials’ quantities

ESTIMATION OF CONCRETE (m³)

Level

Superstructure

 Foundation Sum (m3)
Slabs - Beams Columns Footings
Ground floor 4.97 1.60 6.6
Basement 5.41 3.85 5.51 14.8
Sum (m3) 10.38 5.45 5.51 21.3

ESTIMATION OF FORMWORK (m²)

Level Superstructure Foundation Sum (m2)
Slabs - Beams Columns Footings
Ground floor 31.78 16.00 47.8
Basement 35.24 32.75 21.72 89.8
Sum (m2) 67.02 48.75 21.72 137.6

ΠΡΟΜΕΤΡΗΣΗ ΟΠΛΙΣΜΟΥ (m)(kgr)

  Superstructure Foundation Sum
Rebars Slabs Beams Columns Slabs Footings Beams (m) (Kgr)
  Ø8 129.98 - - - - - 329.42 129.98
Ø10 132.08 - 187.11 - - - 517.72 319.19
Ø12 - - - - 76.17 61.14 154.65 137.30
Ø14 - 192.65 - - - - 159.22 192.65
Ø16 - - 395.05 - - 197.17 374.83 592.23
Sum of
rebars 		262.07 192.65 582.16 - 76.17 258.31 1535.83 1371.36
Stirrups
 Slabs Beams Columns Slabs Footings Beams (m) (Kgr)
  Ø8 - 92.89 309.72 - - - 1020.34 402.61
Ø10 - - - - - 86.32 140.00 86.32
Sum of
stirrups
 - 92.89 309.72 - - 86.32 1160.34 488.92
SUM 262.07 285.54 891.88 - 76.17 344.63 2696.17 1860.28

 
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