PILE ESTIMATED

Pile Estimating..

Pile length = 60'
Pile dia = 20''
Pile Covering = 3"
Pile main rod = 8 nos @ 16mm

Pile ring = 10mm = 0.375"
Ring distance = 6" c/c
Cut of level = 2'-6"

Concrete Volume = (πD^2/4)×L
            = [{π(1'-8")^2}÷4]×60'
            = 131.42 cft
Main rod length = 60'- (3" ×2)+3'  ( laping - 3')
            = 62'-6"
Ring rod length = N×π(D+d)+8d
Here,
        N = Total ring Nos
        D = Pile dia without clear cover
        d = rod dia (inch)
     N = [60' - (3"×2+2'-6") ÷ 0.5'] + 4
         = 140.80 pics ~ 141 pics
     D = 20"-(3"×2)
         = 14" ~1'-2"
     d = 10mm ~ 0.375"
     L = {141×π(14"+0.375)}+8×0.375
        = 6370.62÷12
        = 530'-10"
Rod weight -
Main rod = 62'-6" × 8 × 0.48 = 240.00 KG
Ring rod  = 530'-10" × 0.19 = 100.86 KG

Total Reinforcement weight = 340.86 KG