« Ground floor – Beams Total estimation of the materials’ quantities »

 

Ground floor - Columns

Elem. De-scrip-tion Sketch L
(m) 		Quant.
(ν) 		Length
(L*v) 		Diam.
Ø
 0C1 Cor-ner 3.15 4 12.62 16
  Κορυφή 3.13 4 12.53 16
  Stir-rups


  		1.24 30 37.06 8
  Stir-rups


  		1.61 30 48.24 8
 0C2 , 0C3, 0C4 : The same as 0C1

ESTIMATION OF REBARS

Diam.
Ø 		Mass/m
(Kg) 		Quant.
n 		Mass
length
L*n (m) 		Additional
mass
b(Kg) 		Total
mass
L*n*sw + b Kg)
16 1.580 32 100.60 0.0 159.0
Sum - 32 - 0.0 159.0

ESTIMATION OF STIRRUPS

Diam.
Ø 		Mass/m
(Kg) 		Quant.
n 		Mass
length
L*n (m) 		Additional
mass
b (Kg) 		Total
mass
L*n*sw + b (Kg)
8 0.395 240 341.21 0.0 134.6
Sum - 240 - 0.0 134.6

 
« Ground floor – Beams Total estimation of the materials’ quantities »