Pier BBS.pdf
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PR1 Type of Structure : VIADUCT Pier - HOLLOW REC Dwg Ref & Rev: Location/Chainage : V5 Pier ID : PR1 Pier Height : 39.9 Mtr 32 25 20 16 12 10 P11/B11 6+6 / 6+6 Nos 25 24 5895 141.48 3.858 - 0.546 - - - - 0.546 Received P11/B11 6+6 / 6+6 Nos 25 96 6000 576.00 3.858 - 2.222 - - - - 2.222 P11/B11 6+6 / 6+6 Nos 25 24 5180 124.32 3.858 - 0.480 - - - - 0.480 P13/B13 6+6 / 6+6 Nos 32 24 8310 199.44 6.321 1.261 - - - - - 1.261 Received P13/B13 6+6 / 6+6 Nos 32 48 6000 288.00 6.321 1.820 - - - - - 1.820 P13/B13 6+6 / 6+6 Nos 32 24 4920 118.08 6.321 0.746 - - - - - 0.746 P14/B14 6+6 / 6+6 Nos 20 72 6000 432.00 2.469 - - 1.067 - - - 1.067 BAR BENDING SHEDULE Remarks Part of Structure : 3000 x2600 STEEL QTY (In MT) Total Wt. (MT) Total C.Length (Mtrs) Bar Mark Description Shape Dia (mm) Spacing (mm) Nos. C.Length (mm) Unit Wt. (KG) Dimensions (LxBxH/T) : AFCONS INFRASTRUCTURE LTD BBS Date : 14-03-13 5445 500 6000 4920 6000 6000 7875 500 5180 Page 1 of 4
description
BBS model
Transcript of Pier BBS.pdf
PR1
Type of Structure : VIADUCT Pier - HOLLOW REC Dwg Ref & Rev:Location/Chainage : V5Pier ID : PR1 Pier Height : 39.9 Mtr
32 25 20 16 12 10
P11/B11 6+6 / 6+6 Nos 25 24 5895 141.48 3.858 - 0.546 - - - - 0.546 Received
P11/B11 6+6 / 6+6 Nos 25 96 6000 576.00 3.858 - 2.222 - - - - 2.222
P11/B11 6+6 / 6+6 Nos 25 24 5180 124.32 3.858 - 0.480 - - - - 0.480
P13/B13 6+6 / 6+6 Nos 32 24 8310 199.44 6.321 1.261 - - - - - 1.261 Received
P13/B13 6+6 / 6+6 Nos 32 48 6000 288.00 6.321 1.820 - - - - - 1.820
P13/B13 6+6 / 6+6 Nos 32 24 4920 118.08 6.321 0.746 - - - - - 0.746
P14/B14 6+6 / 6+6 Nos 20 72 6000 432.00 2.469 - - 1.067 - - - 1.067
BAR BENDING SHEDULE
Remarks
Part of Structure : 3000 x2600
STEEL QTY (In MT) Total Wt.(MT)
Total C.Length (Mtrs)Bar Mark Description Shape Dia
(mm)Spacing
(mm) Nos. C.Length (mm)
Unit Wt.(KG)
Dimensions (LxBxH/T) :
AFCONSINFRASTRUCTURELTD
BBS Date : 14-03-13
5445
500
6000
4920
6000
6000
7875
500
5180
Page 1 of 4
PR1
Type of Structure : VIADUCT Pier - HOLLOW REC Dwg Ref & Rev:Location/Chainage : V5Pier ID : PR1 Pier Height : 39.9 Mtr
32 25 20 16 12 10
BAR BENDING SHEDULE
Remarks
Part of Structure : 3000 x2600
STEEL QTY (In MT) Total Wt.(MT)
Total C.Length (Mtrs)Bar Mark Description Shape Dia
(mm)Spacing
(mm) Nos. C.Length (mm)
Unit Wt.(KG)
Dimensions (LxBxH/T) :
AFCONSINFRASTRUCTURELTD
BBS Date : 14-03-13
P14/B14 6+6 / 6+6 Nos 20 24 4050 97.20 2.469 - - 0.240 - - - 0.240
P15/B15 6+6 / 6+6 Nos 16 72 6000 432.00 1.580 - - - 0.683 - - 0.683
P15/B15 6+6 / 6+6 Nos 16 24 5820 139.68 1.580 - - - 0.221 - - 0.221
P16/B16 6+6 / 6+6 Nos 16 48 6000 288.00 1.580 - - - 0.455 - - 0.455
P16/B16 6+6 / 6+6 Nos 16 24 3570 85.68 1.580 - - - 0.135 - - 0.135
Q11/C11 5+5 / 5+5 Nos 12 20 5920 118.40 0.889 - - - - 0.105 - 0.105 Received
Q11/C11 5+5 / 5+5 Nos 12 240 4000 960.00 0.889 - - - - 0.853 - 0.853
5550
300
4050
6000
6000
3300
300
5445
500
4000
Page 2 of 4
PR1
Type of Structure : VIADUCT Pier - HOLLOW REC Dwg Ref & Rev:Location/Chainage : V5Pier ID : PR1 Pier Height : 39.9 Mtr
32 25 20 16 12 10
BAR BENDING SHEDULE
Remarks
Part of Structure : 3000 x2600
STEEL QTY (In MT) Total Wt.(MT)
Total C.Length (Mtrs)Bar Mark Description Shape Dia
(mm)Spacing
(mm) Nos. C.Length (mm)
Unit Wt.(KG)
Dimensions (LxBxH/T) :
AFCONSINFRASTRUCTURELTD
BBS Date : 14-03-13
Q11/C11 5+5 / 5+5 Nos 12 20 2855 57.10 0.889 - - - - 0.051 - 0.051
Q12/C12 5+5 / 5+5 Nos 12 20 8350 167.00 0.889 - - - - 0.148 - 0.148 Received
Q12/C12 5+5 / 5+5 Nos 12 220 4000 880.00 0.889 - - - - 0.782 - 0.782
Q12/C12 5+5 / 5+5 Nos 12 20 3475 69.50 0.889 - - - - 0.062 - 0.062
TIES & LINKS
T1 OUTER RING 10 100* 800 3780 3024 0.617 - - - - - 1.864 1.864
2580
300
7875
500
4000
3200
300
2900
900
Page 3 of 4
PR1
Type of Structure : VIADUCT Pier - HOLLOW REC Dwg Ref & Rev:Location/Chainage : V5Pier ID : PR1 Pier Height : 39.9 Mtr
32 25 20 16 12 10
BAR BENDING SHEDULE
Remarks
Part of Structure : 3000 x2600
STEEL QTY (In MT) Total Wt.(MT)
Total C.Length (Mtrs)Bar Mark Description Shape Dia
(mm)Spacing
(mm) Nos. C.Length (mm)
Unit Wt.(KG)
Dimensions (LxBxH/T) :
AFCONSINFRASTRUCTURELTD
BBS Date : 14-03-13
T2 OUTER RING 10 100* 800 3380 2704 0.617 - - - - - 1.667 1.667
T3 INNER RING 10 100* 800 3360 2688 0.617 - - - - - 1.657 1.657
T4 INNER RING 10 100* 800 2960 2368 0.617 - - - - - 1.460 1.460
T5 Links 10 100* 13600 500 6800 0.617 - - - - - 4.193 4.193
3.83 3.25 1.31 1.49 2.00 10.84 22.718
REMARK IF ANY :- 1) *Spacing is reduced to 100 mm because of continous Lap locations2) Tie arrangement for pier is changed as per approved new revised Tie arragement Drawing
Total Steel Qty :
300 100
100
2500
900
2900
250 250
2500
250 250
Page 4 of 4
