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Ground floor – Beams

Elem. Descrip-tion Sketch L
(m)
Quant.
(ν)
Length
(L*v)
Diam. Ø
 0δ1 lower 4.28 1 4.28 14
  lower 5.33 3 16.00 14
  upper 5.37 2 10.75 14
  additional

  upper
1.75 1 1.75 14
  additional   upper 1.75 1 1.75 14
  stirrups 1.61 31 49.85 8
 0b2 Same as   0b1

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)
14 1.210 16 69.07 0.0 83.6
Sum - 16 - 0.0 83.6

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 62 99.70 0.0 39.3
Sum - 62 - 0.0 39.3

 


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