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rcbc
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SUBMITTED BY:
1 of 34APPROVED BY:
STA. 03+118 (SAHWA) (D\S - LT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
7.580 5.76 2.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
TOE WALLS
1 14 0.15 39 1 39 5.03 1.21 237.37
0.17a
0.85 1.92
b c
0.17
2 14 0.20 20 1 20 8.07 1.21 195.19 8.07
3-TOP 12 0.30 16 1 16 7.50 0.888 106.56 7.50
3-BOT 12 0.30 16 1 16 7.50 0.888 106.56 7.50
4-1 12 0.20 8 2 16 6.08 0.888 86.380.20
a0.20
5.68
4-2 12 0.20 2 2 4 6.07 0.888 21.57 5.67
4-3 12 0.20 2 2 4 5.87 0.888 20.86 5.47
4-4 12 0.20 2 2 4 5.67 0.888 20.15 5.27
4-5 12 0.20 2 2 4 5.47 0.888 19.44 5.07
4-6 12 0.20 2 2 4 5.27 0.888 18.73 4.87
4-7 12 0.20 2 2 4 5.07 0.888 18.02 4.67
4-8 12 0.20 2 2 4 4.87 0.888 17.31 4.47
4-9 12 0.20 2 2 4 4.67 0.888 16.60 4.27
4-10 12 0.20 2 2 4 4.47 0.888 15.89 4.07
4-11 12 0.20 2 2 4 4.27 0.888 15.18 3.87
4-12 12 0.20 2 2 4 4.07 0.888 14.47 3.67
4-13 12 0.20 2 2 4 3.87 0.888 13.76 3.47
4-14 12 0.20 2 2 4 3.67 0.888 13.05 3.27
4-15 12 0.20 2 2 4 3.47 0.888 12.34 3.07
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
APRON (LONGITUDINAL BARS) --- "TOP & BOTTOM"
APRON (TRANSVERSAL BARS) --- "TOP & BOTTOM"
SUBMITTED BY:
2 of 34APPROVED BY:
STA. 03+118 (SAHWA) (D\S - LT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
7.580 5.76 2.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
4-16 12 0.20 2 2 4 3.27 0.888 11.63 2.87
4-17 12 0.20 2 2 4 3.07 0.888 10.92 2.67
4-18 12 0.20 2 2 4 2.87 0.888 10.21 2.47
4-19 12 0.20 2 2 4 2.67 0.888 9.50 2.27
4-20 12 0.20 2 2 4 2.47 0.888 8.79 2.07
4-21 12 0.20 2 2 4 2.27 0.888 8.08 1.87
4-22 12 0.20 2 2 4 2.07 0.888 7.37 1.67
4-23 12 0.20 2 2 4 1.87 0.888 6.66 1.47
4-24 12 0.20 2 2 4 1.67 0.888 5.95 1.27
4-25 12 0.20 2 2 4 1.47 0.888 5.24 1.07
4-26 12 0.20 2 2 4 1.27 0.888 4.53 0.87
4-27 12 0.20 2 2 4 1.07 0.888 3.81 0.67
4-28 12 0.20 2 2 4 0.87 0.888 3.10 0.47
WING WALLS
EXTERNAL WALLS (NEAR FACE)
5-1 20 0.15 2 2 4 2.01 2.470 19.82 0.16 1.51
5-2 20 2 2 4 1.98 2.470 19.57 1.48
5-3 14 0.15 1 2 2 1.96 1.210 4.73 a 1.46
5-4 14 0.15 1 2 2 1.93 , 4.67 1.43
5-5 14 1 2 2 1.90 , 4.61 0.34 1.40
5-6 14 1 2 2 1.88 , 4.55 1.38
5-7 14 1 2 2 1.85 , 4.49 1.35
5-8 14 1 2 2 1.83 , 4.43 1.33
5-9 14 1 2 2 1.80 , 4.36 1.30
5-10 14 1 2 2 1.78 , 4.30 1.28
5-11 14 1 2 2 1.75 , 4.24 1.25
5-12 14 1 2 2 1.73 , 4.18 1.23
5-13 14 1 2 2 1.70 , 4.12 1.20
5-14 14 1 2 2 1.68 , 4.06 1.18
5-15 14 0.15 1 2 2 1.65 , 4.00 1.15
SUBMITTED BY:
3 of 34APPROVED BY:
STA. 03+118 (SAHWA) (D\S - LT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
7.580 5.76 2.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
5-16 14 1 2 2 1.63 , 3.93 1.13
5-17 14 1 2 2 1.60 , 3.87 1.10
5-18 14 0.15 1 2 2 1.58 1.21 3.81 1.08
5-19 14 1 2 2 1.55 , 3.75 1.05
5-20 14 1 2 2 1.52 , 3.69 1.02
5-21 14 1 2 2 1.50 , 3.63 1.00
5-22 14 1 2 2 1.47 , 3.57 0.97
5-23 14 1 2 2 1.45 , 3.51 0.95
5-24 14 1 2 2 1.42 , 3.44 0.92
5-25 14 1 2 2 1.40 , 3.38 0.90
5-26 14 1 2 2 1.37 , 3.32 0.87
5-27 14 1 2 2 1.35 , 3.26 0.85
5-28 14 1 2 2 1.32 , 3.20 0.82
5-29 14 1 2 2 1.30 , 3.14 0.80
5-30 14 1 2 2 1.27 , 3.08 0.77
5-31 14 1 2 2 1.25 , 3.02 0.75
5-32 14 1 2 2 1.22 , 2.95 0.72
5-33 14 1 2 2 1.20 , 2.89 0.70
5-34 14 1 2 2 1.17 , 2.83 0.67
5-35 14 1 2 2 1.14 , 2.77 0.64
5-36 14 1 2 2 1.12 , 2.71 0.62
5-37 14 1 2 2 1.09 , 2.65 0.59
5-38 14 1 2 2 1.07 , 2.59 0.57
5-39 14 1 2 2 1.04 , 2.53 0.54
5-40 14 1 2 2 1.02 , 2.46 0.52
5-41 14 1 2 2 0.99 , 2.40 0.49
5-42 14 1 2 2 0.97 , 2.34 0.47
5-43 14 1 2 2 0.94 , 2.28 0.44
5-44 14 1 2 2 0.92 , 2.22 0.42
5-45 14 1 2 2 0.89 , 2.16 0.39
5-46 14 1 2 2 0.87 , 2.10 0.37
5-47 14 1 2 2 0.84 , 2.03 0.34
EXTERNAL WALLS (FAR FACE)
6-1 12 0.15 1 2 2 1.87 0.888 3.31 0.16 1.51
SUBMITTED BY:
4 of 34APPROVED BY:
STA. 03+118 (SAHWA) (D\S - LT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
7.580 5.76 2.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
6-2 , 1 2 2 1.84 , 3.27 a 1.48
6-3 , 1 2 2 1.82 , 3.22 1.46
6-4 , 1 2 2 1.79 , 3.18 1.43
6-5 , 1 2 2 1.76 , 3.13 0.20 1.40
6-6 , 1 2 2 1.74 , 3.09 1.38
6-7 , 1 2 2 1.71 , 3.04 1.35
6-8 , 1 2 2 1.69 , 3.00 1.33
6-9 , 1 2 2 1.66 , 2.95 1.30
6-10 , 1 2 2 1.64 , 2.91 1.28
6-11 , 1 2 2 1.61 , 2.86 1.25
6-12 , 1 2 2 1.59 , 2.82 1.23
6-13 , 1 2 2 1.56 , 2.77 1.20
6-14 , 1 2 2 1.54 , 2.73 1.18
6-15 , 1 2 2 1.51 , 2.68 1.15
6-16 , 1 2 2 1.49 , 2.64 1.13
6-17 , 1 2 2 1.46 , 2.59 1.10
6-18 , 1 2 2 1.44 , 2.55 1.08
6-19 , 1 2 2 1.41 , 2.50 1.05
6-20 , 1 2 2 1.38 , 2.46 1.02
6-21 , 1 2 2 1.36 , 2.41 1.00
6-22 , 1 2 2 1.33 , 2.37 0.97
6-23 , 1 2 2 1.31 , 2.32 0.95
6-24 , 1 2 2 1.28 , 2.28 0.92
6-25 , 1 2 2 1.26 , 2.23 0.90
6-26 , 1 2 2 1.23 , 2.19 0.87
6-27 , 1 2 2 1.21 , 2.14 0.85
6-28 , 1 2 2 1.18 , 2.10 0.82
6-29 , 1 2 2 1.16 , 2.05 0.80
6-30 , 1 2 2 1.13 , 2.01 0.77
6-31 , 1 2 2 1.11 , 1.96 0.75
6-32 , 1 2 2 1.08 , 1.92 0.72
6-33 , 1 2 2 1.06 , 1.87 0.70
6-34 , 1 2 2 1.03 , 1.83 0.67
6-35 , 1 2 2 1.00 , 1.78 0.64
6-36 , 1 2 2 0.98 , 1.74 0.62
SUBMITTED BY:
5 of 34APPROVED BY:
STA. 03+118 (SAHWA) (D\S - LT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
7.580 5.76 2.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
6-37 , 1 2 2 0.95 , 1.69 0.59
6-38 , 1 2 2 0.93 , 1.65 0.57
6-39 , 1 2 2 0.90 , 1.60 0.54
6-40 , 1 2 2 0.88 , 1.56 0.52
6-41 , 1 2 2 0.85 , 1.51 0.49
6-42 , 1 2 2 0.83 , 1.47 0.47
6-43 , 1 2 2 0.80 , 1.42 0.44
6-44 , 1 2 2 0.78 , 1.38 0.42
6-45 , 1 2 2 0.75 , 1.33 0.39
6-46 , 1 2 2 0.73 , 1.29 0.37
6-47 , 1 2 2 0.70 , 1.24 0.34
INTERNAL WALL (FF & NF)
7-1 16 0.15 1 2 2 1.87 1.580 5.90 1.51
7-2 , 0.15 1 2 2 1.84 1.580 5.82 0.12 1.48
7-3 14 0.15 1 2 2 1.82 1.210 4.39 1.46
7-4 , 0.15 1 2 2 1.79 1.210 4.33 a 1.43
7-5 , 0.15 1 2 2 1.76 1.210 4.27 1.40
7-6 , 0.15 1 2 2 1.74 1.210 4.21 0.24 1.38
7-7 , 0.15 1 2 2 1.71 1.210 4.15 1.35
7-8 , 0.15 1 2 2 1.69 1.210 4.09 1.33
7-9 , 0.15 1 2 2 1.66 1.210 4.03 1.30
7-10 , 0.15 1 2 2 1.64 1.210 3.96 1.28
7-11 , 0.15 1 2 2 1.61 1.210 3.90 1.25
7-12 , 0.15 1 2 2 1.59 1.210 3.84 1.23
7-13 14 0.15 1 2 2 1.56 1.210 3.78 1.20
7-14 , 0.15 1 2 2 1.54 1.210 3.72 1.18
7-15 , 0.15 1 2 2 1.51 1.210 3.66 1.15
7-16 , 0.15 1 2 2 1.49 1.210 3.60 1.13
7-17 , 0.15 1 2 2 1.46 1.210 3.53 1.10
7-18 14 0.15 1 2 2 1.44 1.210 3.47 1.08
7-19 , 0.15 1 2 2 1.41 1.210 3.41 1.05
7-20 , 0.15 1 2 2 1.38 1.210 3.35 1.02
7-21 , 0.15 1 2 2 1.36 1.210 3.29 1.00
7-22 , 0.15 1 2 2 1.33 1.210 3.23 0.97
SUBMITTED BY:
6 of 34APPROVED BY:
STA. 03+118 (SAHWA) (D\S - LT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
7.580 5.76 2.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
7-23 , 0.15 1 2 2 1.31 1.210 3.17 0.95
7-24 , 0.15 1 2 2 1.28 1.210 3.11 0.92
7-25 , 0.15 1 2 2 1.26 1.210 3.04 0.90
7-26 , 0.15 1 2 2 1.23 1.210 2.98 0.87
7-27 , 0.15 1 2 2 1.21 1.210 2.92 0.85
7-28 , 0.15 1 2 2 1.18 1.210 2.86 0.82
7-29 , 0.15 1 2 2 1.16 1.210 2.80 0.80
7-30 , 0.15 1 2 2 1.13 1.210 2.74 0.77
7-31 , 0.15 1 2 2 1.11 1.210 2.68 0.75
7-32 , 0.15 1 2 2 1.08 1.210 2.62 0.72
7-33 , 0.15 1 2 2 1.06 1.210 2.55 0.70
7-34 , 0.15 1 2 2 1.03 1.210 2.49 0.67
7-35 , 0.15 1 2 2 1.00 1.210 2.43 0.64
7-36 , 0.15 1 2 2 0.98 1.210 2.37 0.62
7-37 , 0.15 1 2 2 0.95 1.210 2.31 0.59
7-38 , 0.15 1 2 2 0.93 1.210 2.25 0.57
7-39 , 0.15 1 2 2 0.90 1.210 2.19 0.54
7-40 , 0.15 1 2 2 0.88 1.210 2.12 0.52
7-41 , 0.15 1 2 2 0.85 1.210 2.06 0.49
7-42 , 0.15 1 2 2 0.83 1.210 2.00 0.47
7-43 , 0.15 1 2 2 0.80 1.210 1.94 0.44
7-44 , 0.15 1 2 2 0.78 1.210 1.88 0.42
7-45 , 0.15 1 2 2 0.75 1.210 1.82 0.39
7-46 , 0.15 1 2 2 0.73 1.210 1.76 0.37
7-47 , 0.15 1 2 2 0.70 1.210 1.70 0.34
8-1 12 0.15 2 3 6 6.71 0.888 35.74
a
6.71
8-2 12 2 3 6 5.82 0.888 31.01 5.82
8-3 12 2 3 6 4.93 0.888 26.27 4.93
8-4 12 2 3 6 4.04 0.888 21.54 4.04
8-5 12 2 3 6 3.15 0.888 16.81 3.15
8-6 12 2 3 6 2.27 0.888 12.07 2.27
8-7 12 2 3 6 1.38 0.888 7.34 1.38
8-8 12 2 3 6 0.49 0.888 2.61 0.49
SUBMITTED BY:
7 of 34APPROVED BY:
STA. 03+118 (SAHWA) (D\S - LT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
7.580 5.76 2.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
8-A 12 AS 2 3 6 7.45 0.888 39.69 7.45
14 0.20 38 2 76 1.33 1.210 122.31
a
b 0.42 0.32
14 0.20 27 1 27 1.50 1.210 49.01 0.44 0.32
BOTTOM KEY
10 12 AS 2 1 2 8.066 0.888 14.32 8.07
11 14 0.15 55 1 55 1.210 1.210 80.53
a
b 0.32 0.32
EXTERNAL WALLS
12 12 0.30 5 2 10 1.09 0.888 9.68 c
b
0.15 0.24
13 12 0.30 5 1 5 1.22 0.888 5.42 c
b
0.40 0.12
14(EXT) 12 AS 7 2 14 7.500 0.888 93.24 7.50
15(INT) 12 AS 6 1 6 7.500 0.888 39.96 7.50
SUB TOTAL 12 mm dia 1095.4 Kg
SUB TOTAL 14 mm dia 973.65 Kg
9-A (Outer Wall)
9-B (Inner Wall)
SUBMITTED BY:
8 of 34APPROVED BY:
STA. 03+118 (SAHWA) (D\S - LT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
7.580 5.76 2.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
SUB TOTAL 16 mm dia 32.4 Kg 1828 1828.010
SUB TOTAL 18 mm dia 0.00 Kg
SUB TOTAL 20 mm dia 39.39 Kg
GRAND TOTAL 2140.84 Kg
SUBMITTED BY:
9 of 34APPROVED BY:
(D\S - LT)
W2
0.20
VARIABLES
c
TOE WALLS
1.92
SUBMITTED BY:
10 of 34APPROVED BY:
(D\S - LT)
W2
0.20
VARIABLES
c
WING WALLS
SUBMITTED BY:
11 of 34APPROVED BY:
(D\S - LT)
W2
0.20
VARIABLES
c
EXTERNAL WALLS (FAR FACE)
SUBMITTED BY:
12 of 34APPROVED BY:
(D\S - LT)
W2
0.20
VARIABLES
c
SUBMITTED BY:
13 of 34APPROVED BY:
(D\S - LT)
W2
0.20
VARIABLES
c
INTERNAL WALL (FF & NF)
SUBMITTED BY:
14 of 34APPROVED BY:
(D\S - LT)
W2
0.20
VARIABLES
c
SUBMITTED BY:
15 of 34APPROVED BY:
(D\S - LT)
W2
0.20
VARIABLES
c
0.44
0.44
BOTTOM KEY
0.42
EXTERNAL WALLS
0.40
0.40
SUBMITTED BY:
16 of 34APPROVED BY:
(D\S - LT)
W2
0.20
VARIABLES
c
SUBMITTED BY:
17 of 34APPROVED BY:
STA. 03+118 (SAHWA) (U\S - RT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
6.931 5.76 1.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
TOE WALLS
1 14 0.15 39 1 39 3.03 1.21 142.99
0.17a
0.85 0.92
b c
0.17
2 14 0.20 10 1 10 8.07 1.21 97.6 8.07
3-TOP 12 0.30 16 1 16 6.851 0.888 97.34 6.85
3-BOT 12 0.30 16 1 16 6.851 0.888 97.34 6.85
4-1 12 0.20 6 2 12 6.08 0.888 64.79
0.20a
0.20
5.68
4-2 12 0.20 2 2 4 5.95 0.888 21.13 5.55
4-3 12 0.20 2 2 4 5.75 0.888 20.42 5.35
4-4 12 0.20 2 2 4 5.55 0.888 19.71 5.15
4-5 12 0.20 2 2 4 5.35 0.888 19.00 4.95
4-6 12 0.20 2 2 4 5.15 0.888 18.29 4.75
4-7 12 0.20 2 2 4 4.95 0.888 17.58 4.55
4-8 12 0.20 2 2 4 4.75 0.888 16.87 4.35
4-9 12 0.20 2 2 4 4.55 0.888 16.16 4.15
4-10 12 0.20 2 2 4 4.35 0.888 15.45 3.95
4-11 12 0.20 2 2 4 4.15 0.888 14.74 3.75
4-12 12 0.20 2 2 4 3.95 0.888 14.03 3.55
4-13 12 0.20 2 2 4 3.75 0.888 13.32 3.35
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
APRON (LONGITUDINAL BARS) --- "TOP & BOTTOM"
APRON (TRANSVERSAL BARS) --- "TOP & BOTTOM"
Riyad M H:TAKE CARE ABOUT THE CALCULATION OVER LAP ADDED
SUBMITTED BY:
18 of 34APPROVED BY:
STA. 03+118 (SAHWA) (U\S - RT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
6.931 5.76 1.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
4-14 12 0.20 2 2 4 3.55 0.888 12.61 3.15
4-15 12 0.20 2 2 4 3.35 0.888 11.90 2.95
4-16 12 0.20 2 2 4 3.15 0.888 11.19 2.75
4-17 12 0.20 2 2 4 2.95 0.888 10.47 2.55
4-18 12 0.20 2 2 4 2.75 0.888 9.76 2.35
4-19 12 0.20 2 2 4 2.55 0.888 9.05 2.15
4-20 12 0.20 2 2 4 2.35 0.888 8.34 1.95
4-21 12 0.20 2 2 4 2.15 0.888 7.63 1.75
4-22 12 0.20 2 2 4 1.95 0.888 6.92 1.55
4-23 12 0.20 2 2 4 1.75 0.888 6.21 1.35
4-24 12 0.20 2 2 4 1.55 0.888 5.50 1.15
4-25 12 0.20 2 2 4 1.35 0.888 4.79 0.95
4-26 12 0.20 2 2 4 1.15 0.888 4.08 0.75
4-27 12 0.20 2 2 4 0.95 0.888 3.37 0.55
4-28 12 0.20 2 2 4 0.75 0.888 2.66 0.35
WING WALLS
EXTERNAL WALLS (NEAR FACE)
5-1 20 0.15 2 2 4 2.00 2.470 19.80 0.16 1.50
5-2 20 2 2 4 1.98 2.470 19.53 1.48
5-3 14 0.15 1 2 2 1.95 1.210 4.72 a 1.45
5-4 14 0.15 1 2 2 1.92 , 4.65 1.42
5-5 14 1 2 2 1.89 , 4.58 0.34 1.39
5-6 14 1 2 2 1.87 , 4.52 1.37
5-7 14 1 2 2 1.84 , 4.45 1.34
5-8 14 1 2 2 1.81 , 4.38 1.31
5-9 14 1 2 2 1.78 , 4.31 1.28
5-10 14 1 2 2 1.76 , 4.25 1.26
5-11 14 1 2 2 1.73 , 4.18 1.23
5-12 14 1 2 2 1.70 , 4.11 1.20
SUBMITTED BY:
19 of 34APPROVED BY:
STA. 03+118 (SAHWA) (U\S - RT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
6.931 5.76 1.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
5-13 14 1 2 2 1.67 , 4.05 1.17
5-14 14 1 2 2 1.64 , 3.98 1.14
5-15 14 0.15 1 2 2 1.62 , 3.91 1.12
5-16 14 1 2 2 1.59 , 3.85 1.09
5-17 14 1 2 2 1.56 , 3.78 1.06
5-18 14 0.15 1 2 2 1.53 , 3.71 1.03
5-19 14 1 2 2 1.51 , 3.64 1.01
5-20 14 1 2 2 1.48 , 3.58 0.98
5-21 14 1 2 2 1.45 , 3.51 0.95
5-22 14 1 2 2 1.42 , 3.44 0.92
5-23 14 1 2 2 1.40 , 3.38 0.90
5-24 14 1 2 2 1.37 , 3.31 0.87
5-25 14 1 2 2 1.34 , 3.24 0.84
5-26 14 1 2 2 1.31 , 3.18 0.81
5-27 14 1 2 2 1.28 , 3.11 0.78
5-28 14 1 2 2 1.26 , 3.04 0.76
5-29 14 1 2 2 1.23 , 2.97 0.73
5-30 14 1 2 2 1.20 , 2.91 0.70
5-31 14 1 2 2 1.17 , 2.84 0.67
5-32 14 1 2 2 1.15 , 2.77 0.65
5-33 14 1 2 2 1.12 , 2.71 0.62
5-34 14 1 2 2 1.09 , 2.64 0.59
5-35 14 1 2 2 1.06 , 2.57 0.56
5-36 14 1 2 2 1.03 , 2.50 0.53
5-37 14 1 2 2 1.01 , 2.44 0.51
5-38 14 1 2 2 0.98 , 2.37 0.48
5-39 14 1 2 2 0.95 , 2.30 0.45
5-40 14 1 2 2 0.92 , 2.24 0.42
5-41 14 1 2 2 0.90 , 2.17 0.40
5-42 14 1 2 2 0.87 , 2.10 0.37
5-43 14 1 2 2 0.84 , 2.04 0.34
EXTERNAL WALLS (FAR FACE)
6-1 12 0.15 1 2 2 1.86 0.888 3.31 0.16 1.50
SUBMITTED BY:
20 of 34APPROVED BY:
STA. 03+118 (SAHWA) (U\S - RT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
6.931 5.76 1.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
6-2 , 1 2 2 1.84 , 3.26 a 1.48
6-3 , 1 2 2 1.81 , 3.21 1.45
6-4 , 1 2 2 1.78 , 3.16 1.42
6-5 , 1 2 2 1.75 , 3.11 0.20 1.39
6-6 , 1 2 2 1.73 , 3.07 1.37
6-7 , 1 2 2 1.70 , 3.02 1.34
6-8 , 1 2 2 1.67 , 2.97 1.31
6-9 , 1 2 2 1.64 , 2.92 1.28
6-10 , 1 2 2 1.62 , 2.87 1.26
6-11 , 1 2 2 1.59 , 2.82 1.23
6-12 , 1 2 2 1.56 , 2.77 1.20
6-13 , 1 2 2 1.53 , 2.72 1.17
6-14 , 1 2 2 1.50 , 2.67 1.14
6-15 , 1 2 2 1.48 , 2.62 1.12
6-16 , 1 2 2 1.45 , 2.57 1.09
6-17 , 1 2 2 1.42 , 2.52 1.06
6-18 , 1 2 2 1.39 , 2.48 1.03
6-19 , 1 2 2 1.37 , 2.43 1.01
6-20 , 1 2 2 1.34 , 2.38 0.98
6-21 , 1 2 2 1.31 , 2.33 0.95
6-22 , 1 2 2 1.28 , 2.28 0.92
6-23 , 1 2 2 1.26 , 2.23 0.90
6-24 , 1 2 2 1.23 , 2.18 0.87
6-25 , 1 2 2 1.20 , 2.13 0.84
6-26 , 1 2 2 1.17 , 2.08 0.81
6-27 , 1 2 2 1.14 , 2.03 0.78
6-28 , 1 2 2 1.12 , 1.98 0.76
6-29 , 1 2 2 1.09 , 1.93 0.73
6-30 , 1 2 2 1.06 , 1.88 0.70
6-31 , 1 2 2 1.03 , 1.84 0.67
6-32 , 1 2 2 1.01 , 1.79 0.65
6-33 , 1 2 2 0.98 , 1.74 0.62
6-34 , 1 2 2 0.95 , 1.69 0.59
SUBMITTED BY:
21 of 34APPROVED BY:
STA. 03+118 (SAHWA) (U\S - RT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
6.931 5.76 1.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
6-35 , 1 2 2 0.92 , 1.64 0.56
6-36 , 1 2 2 0.89 , 1.59 0.53
6-37 , 1 2 2 0.87 , 1.54 0.51
6-38 , 1 2 2 0.84 , 1.49 0.48
6-39 , 1 2 2 0.81 , 1.44 0.45
6-40 , 1 2 2 0.78 , 1.39 0.42
6-41 , 1 2 2 0.76 , 1.34 0.40
6-42 , 1 2 2 0.73 , 1.29 0.37
6-43 , 1 2 2 0.70 , 1.25 0.34
INTERNAL WALL (FF & NF)
7-1 16 0.15 1 2 2 1.86 1.580 5.89 1.50
7-2 ' 0.15 1 2 2 1.84 1.580 5.80 0.12 1.48
7-3 14 0.15 1 2 2 1.81 1.210 4.38 1.45
7-4 , 0.15 1 2 2 1.78 1.210 4.31 a 1.42
7-5 , 0.15 1 2 2 1.75 1.210 4.24 1.39
7-6 , 0.15 1 2 2 1.73 1.210 4.18 0.24 1.37
7-7 , 0.15 1 2 2 1.70 1.210 4.11 1.34
7-8 , 0.15 1 2 2 1.67 1.210 4.04 1.31
7-9 , 0.15 1 2 2 1.64 1.210 3.98 1.28
7-10 , 0.15 1 2 2 1.62 1.210 3.91 1.26
7-11 , 0.15 1 2 2 1.59 1.210 3.84 1.23
7-12 , 0.15 1 2 2 1.56 1.210 3.77 1.20
7-13 14 0.15 1 2 2 1.53 1.210 3.71 1.17
7-14 , 0.15 1 2 2 1.50 1.210 3.64 1.14
7-15 , 0.15 1 2 2 1.48 1.210 3.57 1.12
7-16 , 0.15 1 2 2 1.45 1.210 3.51 1.09
7-17 , 0.15 1 2 2 1.42 1.210 3.44 1.06
7-18 14 0.15 1 2 2 1.39 1.210 3.37 1.03
7-19 , 0.15 1 2 2 1.37 1.210 3.31 1.01
7-20 , 0.15 1 2 2 1.34 1.210 3.24 0.98
SUBMITTED BY:
22 of 34APPROVED BY:
STA. 03+118 (SAHWA) (U\S - RT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
6.931 5.76 1.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
7-21 , 0.15 1 2 2 1.31 1.210 3.17 0.95
7-22 , 0.15 1 2 2 1.28 1.210 3.10 0.92
7-23 , 0.15 1 2 2 1.26 1.210 3.04 0.90
7-24 , 0.15 1 2 2 1.23 1.210 2.97 0.87
7-25 , 0.15 1 2 2 1.20 1.210 2.90 0.84
7-26 , 0.15 1 2 2 1.17 1.210 2.84 0.81
7-27 , 0.15 1 2 2 1.14 1.210 2.77 0.78
7-28 , 0.15 1 2 2 1.12 1.210 2.70 0.76
7-29 , 0.15 1 2 2 1.09 1.210 2.64 0.73
7-30 , 0.15 1 2 2 1.06 1.210 2.57 0.70
7-31 , 0.15 1 2 2 1.03 1.210 2.50 0.67
7-32 , 0.15 1 2 2 1.01 1.210 2.43 0.65
7-33 , 0.15 1 2 2 0.98 1.210 2.37 0.62
7-34 , 0.15 1 2 2 0.95 1.210 2.30 0.59
7-35 , 0.15 1 2 2 0.92 1.210 2.23 0.56
7-36 , 0.15 1 2 2 0.89 1.210 2.17 0.53
7-37 , 0.15 1 2 2 0.87 1.210 2.10 0.51
7-38 , 0.15 1 2 2 0.84 1.210 2.03 0.48
7-39 , 0.15 1 2 2 0.81 1.210 1.96 0.45
7-40 , 0.15 1 2 2 0.78 1.210 1.90 0.42
7-41 , 0.15 1 2 2 0.76 1.210 1.83 0.40
7-42 , 0.15 1 2 2 0.73 1.210 1.76 0.37
7-43 , 0.15 1 2 2 0.70 1.210 1.70 0.34
8-1 12 0.15 2 3 6 6.13 0.888 32.66
a
6.13
8-2 12 2 3 6 5.32 0.888 28.33 5.32
8-3 12 2 3 6 4.50 0.888 24.00 4.50
8-4 12 2 3 6 3.69 0.888 19.67 3.69
8-5 12 2 3 6 2.88 0.888 15.35 2.88
8-6 12 2 3 6 2.07 0.888 11.02 2.07
SUBMITTED BY:
23 of 34APPROVED BY:
STA. 03+118 (SAHWA) (U\S - RT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
6.931 5.76 1.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
8-7 12 2 3 6 1.26 0.888 6.69 1.26
8-8 12 2 3 6 0.44 0.888 2.36 0.44
8-A 12 AS 2 3 6 6.81 0.888 36.28 6.81
14 0.20 36 2 72 1.33 1.210 115.87
a
b 0.42 0.32
14 0.20 36 1 36 1.50 1.210 65.34 0.44 0.32
BOTTOM KEY
10 12 AS 2 1 2 8.07 0.888 14.32 8.07
11 14 0.15 55 1 55 1.21 1.210 80.53
a
b 0.32 0.32
EXTERNAL WALLS
12 12 0.30 5 2 10 1.130 0.888 10.03 c
b
0.15 0.28
13 12 0.30 5 1 5 1.280 0.888 5.68 c
b
0.40 0.18
14(EXT) 12 AS 7 2 14 6.851 0.888 85.17 6.85
9-A (Outer Wall)
9-B (Inner Wall)
C
0.15
C
0.3
0
C
a
0.150.15
b ca
a
0.15
SUBMITTED BY:
24 of 34APPROVED BY:
STA. 03+118 (SAHWA) (U\S - RT)
LENGTH WIDTH DEPTH SKEW CELL SPAN HEIGHT T1 T2 W1 W2
6.931 5.76 1.00 45 2 2.5 1.00 0.32 0.28 0.28 0.20
BARSpc
BAR
SHAPE
VARIABLES
MARK DIA EACH SET TOT a b
BAR BENDING SCHEDULE FOR WING WALLS @
LENGTH OF BAR
U/WT ( KGS)
WEIGHT (KGS)
15(INT) 12 AS 6 1 6 6.851 0.888 36.50 6.85
SUB TOTAL 12 mm dia 1012.37 Kg
SUB TOTAL 14 mm dia 765.29 Kg
SUB TOTAL 16 mm dia 25.39 Kg 1525.41 1525.413
SUB TOTAL 18 mm dia 0.00 Kg
SUB TOTAL 20 mm dia 39.33 Kg
GRAND TOTAL 1842.38 Kg
Riyad M H:MANNUAL CALCULATION
SUBMITTED BY:
25 of 34APPROVED BY:
(U\S - RT)
W2
0.20
VARIABLES
c
TOE WALLS
0.92
Riyad M H:TAKE CARE ABOUT THE CALCULATION OVER LAP ADDED
SUBMITTED BY:
26 of 34APPROVED BY:
(U\S - RT)
W2
0.20
VARIABLES
c
WING WALLS
SUBMITTED BY:
27 of 34APPROVED BY:
(U\S - RT)
W2
0.20
VARIABLES
c
EXTERNAL WALLS (FAR FACE)
SUBMITTED BY:
28 of 34APPROVED BY:
(U\S - RT)
W2
0.20
VARIABLES
c
SUBMITTED BY:
29 of 34APPROVED BY:
(U\S - RT)
W2
0.20
VARIABLES
c
INTERNAL WALL (FF & NF)
SUBMITTED BY:
30 of 34APPROVED BY:
(U\S - RT)
W2
0.20
VARIABLES
c
SUBMITTED BY:
31 of 34APPROVED BY:
(U\S - RT)
W2
0.20
VARIABLES
c
0.44
0.44
BOTTOM KEY
0.42
EXTERNAL WALLS
0.40
0.40
SUBMITTED BY:
32 of 34APPROVED BY:
(U\S - RT)
W2
0.20
VARIABLES
c
Riyad M H:MANNUAL CALCULATION
SUBMITTED BY: APPROVED BY:
BAR BENDING SCHEDULE FOR WING WALLS @ STA. 03+118 (SAHWA)
QUANTITY SUMMARY SHEET
Bar WING WALLS TOTAL
Diameter Left side Right Side
12 1,095.40 1,012.37 2,107.77
14 973.65 765.29 1,738.94
16 32.40 25.39 57.79
18 - - -
20 39.39 39.33 78.72
2,140.84 1,842.38 3,983.22
Grade 60 Steel Standards Edge Beam of Box CulvertDia (mm) Weight (Kgs) X ANGLE Reference Span W d
6 0.222 0.25 90 1 910 1 0.50 0.208 0.395 0.25 2 915 1.5 0.55 0.22
10 0.617 0.25 3 920 2 0.60 0.2412 0.888 0.25 4 925 2.5 0.60 0.2814 1.210 0.25 5 930 3 0.60 0.3216 1.580 0.3 6 935 3.5 0.60 0.3618 2.000 0.3 60 1 610 1 ` 0.2020 2.470 0.35 2 615 1.5 0.60 0.2222 2.980 0.35 3 620 2 0.65 0.2224 3.550 0.4 4 625 2.5 0.65 0.2825 3.860 0.4 5 630 3 0.65 0.3226 4.170 0.4 6 635 3.5 0.65 0.3628 4.830 0.4 45 1 460 1 0.70 0.2030 5.550 0.4 2 465 1.5 0.85 0.2232 6.310 0.6 3 470 2 0.95 0.2434 7.130 0.6 4 475 2.5 0.95 0.2636 7.990 0.6 5 480 3 0.95 0.3238 8.900 0.6 6 485 3.5 0.95 0.3640 9.870 0.650 15.400 0.6
Span n1 3
1.5 42 6
2.5 83 9
3.5 114 13
