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BAR BENDING SCHEDULE OF R 6 mm Dia Stirrups @
Main Bars
2
210 mm C/C
#
X
6 16 mm Dia
mm Dia Stirrups @
N A M E
500
4000 C.Span
+ +
4000 C.Span
+ +
Anchor Bars 2 x 230 WL. Thickness -
CB Length + WT-EndC
LENGTH INCLUDE BENDS (m)
16
2
CLength + 18 x Dia of Bar
12
2
mm
4396 =
=
16
2
4684
6
25 25
x
= 18
16 4.684 m
x
12
4612
4396 + 2 434
+ x =
=
4.612 m
18 x 16 0.414 x 5043.352
5.043 m
Stirrups
x x
+
18
Clength + 18d + 2 x 0.414h
M
H= 500 W= 230
+
CLength + 18 x Dia of Bar
CB Length + WT-EndC
180 2 2
16 mm Dia
No
2 ) 450
2 #
4396 2 x 32 Ends Cover
2 x 25 16 = 434 Cranked Bars 2800 798
798
12 mm Dia 16 mm Dia
Designed By
500
E A
DiaY
(mm) Main Bars 2 x 230 2 x 32 WL. Thickness - Ends Cover
B
2 # 2 #
Y
X X
CUT LENGTH OF BARRS
mm c/c
2800 4000
230
4 # 16 mm Dia
#
2
400
X
600
2# 12 mm Dia
Anchor Bars
17
x ( 450 + 24 x =
+ 180 6 1404
2 x (L+B) + 24 Dia of Bar
1.404 m ( 798 / 210 + 1 x 2 + ( 2800 / 400 17 No's
) )
DULE OF RCC BEAM 12 mm Dia
2 # 16 mm Dia Cranked Bars
Y
500
Y
mm c/c Main Bars
2
# 16 mm Dia 600 230
Clear Cover Top = 25 mm Clear Cover Bottom = 25 mm
Clear Cover Ends = 32 mm Weight of Steel/m = 7860 Kg/m
Note: The Red Color Cells are Input Values Cells, You Can Change these values.
Designed By: #BOSS [Land Surveyor - AutoCAD Civil 3D] TOT LENGTH WT OF STEEL (Kg/m) TOTAL WEIGHT 2 VOL = Pi/4xD x Wt of Steel/m (Kg) (m) 4.684 x 2 Pi 16 2 x x 7860 9.368 4 1000 1.580 x 4.684 m 1.580 Kg/m 7.399 Kg 4.612 x 2 9.224 m
Pi 4
x
5.043
Pi 4
x
x
2
10.087 m
1.404 x 17 Pi 23.868 4 m
x
12 2 x 7860 1000 0.888 Kg/m
9.224 x 4.612 42.541 Kg
16 2 x 7860 1000 1.580 Kg/m
10.087
6 2 x 7860 1000 0.222 Kg/m
0.222 x 23.868 5.302 Kg
TOTAL WEIGHT OF STEEN IN KG =
x 1.580 15.932 Kg
71.174 Kg
TOTAL WEIGHT OF STEEL IN TON =
0.071 T
