Structure
1 Footing F1
(1.55mX1.85m) 10 125 15 2 2.07 62.100
10 125 13 2 1.77 46.020
F2(1.7mX2m) 10 125 17 6 2.22 226.440
10 125 14 6 1.92 161.280
F3(1.4mX1.7m) 10 125 14 2 1.97 55.160
10 125 12 2 1.67 40.080
2 Column c2,c 16 6 6 6.75
16 6 6 5.75
3 Column c1,c 16 4 4 6.75
16 4 4 5.75
12 2 4 6.75
12 2 4 5.75
4 Master ring 8 150 10 35 1.404 491.400
Lateral Ties 8 150 10 35 0.884 309.400
0.000
5 COMPOUN 0.000
D WALL
column 0.000
c1,c2+c2
vertical 0.000
main bar
upto top
level 2m ht
16 8 48 1.175 MTR
Main ring 8 150 4 48 1.044 200.448
Diamond 141.312
ring 8 150 4 48 0.736
0.000
6 Column 0.000
c1,c2+c2
vertical
main bar 0.000
upto top
level 2.5 m
ht 16 8 4 1.175
Main Ring 8 150 7 8 1.044 58.464
Diamond 41.216
Ring 8 150 7 8 0.736
0.000
7 B.S R.C.C 0.000
WALL
VERTICAL 844.800
BAR 8 150 2 220 1.92
HORIZONT 670.000
AL BAR 8 175 2 10 33.5
0.000
8 BS G.B-2 10 1 6 1 33.5 201.000 201.000
EXTRA TOP 18.000
10 2 9 1
EXTRA 18.000
BOTTOM 10 2 9 1
Main Ring 8 200 1 165 0.924 152.460
0.000
R.S CP1 10 6 1 78.73 472.380 472.380
Main Ring 8 150 1 485 0.624 302.640
0.000
L.S CP1 10 6 1 69.3 415.800
8 150 1 425 0.864 367.200
0.000
R.S CP2 8 6 1 78.73 472.380
Main Ring 8 150 1 485 0.624 302.640
0.000
L.S CP2 8 6 1 69.3 415.800
Main Ring 8 150 1 425 0.624 265.200
0.000
B.S CP2 8 6 1 33.5 201.000
8 150 1 201 0.624 125.424
0.000
R.S CP1
FINAL TOP 472.380 472.380
LEVEL
10 6 1 78.73
Main Ring 8 150 1 485 0.864 419.040
0.000
L.S CP1
FINAL TOP 415.800 415.800
LEVEL
10 6 1 69.3
Main Ring 8 150 1 425 0.864 367.200
0.000
B.S CP1
FINAL TOP 201.000 201.000
LEVEL
10 6 1 33.5
Main Ring 173.664
8 150 1 201 0.864
0.000
MAIN
9 BUILDING 0.000
STR. G.B
GB1 12 6 1 27.11
EXTRA
(G.B1) 12 4 8 1
Main Ring 8 100 1 247 1.524 376.428
GB2 12 6 1 8.46
EXTRA
(G.B2) 16 2 2 1
12 3 2 1
Main Ring 8 100 1 85 1.524 129.540
GB3 12 6 1 6.69
EXTRA 4.000
(GB3) 10 2 2 1
Main Ring 8 100 1 65 1.224 79.560
GB4 12 6 1 11.1
Main Ring 8 100 1 101 1.224 123.624
GB5 12 6 1 11.68
EXTRA
(GB5) 16 4 4 1
Main Ring 170.688
8 100 1 112 1.524
GB6 Top 9.330 9.330
steel bar 10 6 1 1.555
GB6
Bottom
steel bar 12 6 1 1.555
Main Ring 8 100 1 16 0.924 14.784
GB7 12 6 2 11.62
EXTRA
(GB7) 16 8 2 1
Main Ring 8 100 1 112 1.524 170.688
GB8 12 6 1 5.84
EXTRA
(GB8) 16 6 2 1
Main Ring 8 100 1 58 1.52 88.160
TRENCH
SLAB
HORIZONT 73.350
AL BAR 10 250 1 18 4.075
VERTICAL 125.465
BAR 10 250 1 23 5.455
Building
Slab on
plinth level
Operator 45.920
Room(H) 10 250 1 14 3.28
(V) 10 250 1 10 2.38 23.800
Store 45.920
Room (H) 10 250 1 14 3.28
(V) 10 250 1 10 2.38 23.800
PNG O&M
Room (H) 45.920
10 250 1 14 3.28
(V) 10 250 1 15 3.53 52.950
Sales 45.920
Room (H) 10 250 1 14 3.28
(V) 10 250 1 15 3.53 52.950
ELECTRICA
L ROOM 33.120
(H) 10 250 1 12 2.76
(V) 10 250 1 16 3.96 63.360
CP1 beam
10 150 1 6 68.8 412.800
Stirrups 8 150 1 213 0.624 132.912
Compress
or-01
Slab (H)
Bottom 12 125 1 52 4.9
(V) Bottom
12 125 1 32 7.4
CHAIR 12 1 10 1.55
Compresso
r-01
Slab (H)
Top 12 125 1 52 4.9
(V) Top 12 125 1 32 7.4
TB1 Beam
Top &
Bottom 12 2 6 7.4
Long
TB1 Beam
Top &
Bottom 12 2 6 4.9
Short
Extra Steel
reif. (H)
12 4 24 1.2
(V) 12 4 16 1.1
Stirrups(TB 280.476
1) 8 125 1 159 1.764
PILING
COLUMN 16 125 6 8 3.6
Stirrups 8 125 1 25 1.265 31.625
Compress
or-02
Slab (H)
Bottom 12 125 1 52 4.9
(V) Bottom
12 125 1 32 7.4
Slab (H)
Top 12 125 1 52 4.9
(V) Top 12 125 1 32 7.4
TB1 Beam
Top &
Bottom 12 2 6 7.4
Long
TB1 Beam
Top &
Bottom 12 2 6 4.9
Short
Extra Steel
reif. (H)
12 4 24 1.2
(V) 12 4 16 1.1
Stirrups(TB 280.476
1) 8 125 1 159 1.764
Piling
Column 16 125 6 8 3.6
Stirrups 8 125 1 25 1.265 31.625
MAIN
BUILDING
COLUMN
UPTO
FINAL TOP
LEVEL
Column ,c3, 16 4 6 4.42
16 4 6 3.42
Column c1,c 16 4 4 4.42
16 4 4 3.42
12 2 4 4.42
12 2 4 3.42
Master rin 8 150 8 26 1.404 292.032
Lateral ties 8 150 8 26 0.884 183.872
Column c2, 16 2 6 5.02
16 2 6 4.02
Master ring 8 150 2 31 1.404 87.048
Lateral Ties 8 150 2 31 0.884 54.808
0.000
Revised
C/Wall L.S
COLUMN 16 8 4 0.775
Revised
C/Wall B.S
COLUMN
16 8 11 0.775
Revised
C/Wall R.S
COLUMN
16 8 3 0.775
Stirrups fo 8 150 4 18 1.044 75.168
Diamond ri 8 150 4 18 0.736 52.992
Revised
C/Wall CP1 91.620
BEAM TOP
10 6 1 15.27
Stirrups for
Revised 82.944
R.S Beam
8 150 1 96 0.864
Skid
Platform
Slab (H)
Bottom & 1728.000
Top 10 150 2 40 21.6
Slab (V)
Bottom & 1861.200
Top 10 150 2 141 6.6
Chair 12 900 1 49 1.35
Binder 10 1 1 54 54.000
Lintel
Beam
LB1(230x2 80.310
30) 10 3 1 26.77
12 3 1 26.77
Stirrups 8 125 1 214 0.84 179.760
C.L (230x150) 8 2 1 24.73 49.460
10 2 1 24.73 49.460
Stirrups 8 125 1 198 0.68 134.640
C.L (150x150) 8 4 1 7.115 28.460
Stirrups 8 125 1 57 0.52 29.64
LBR 10 6 1 2.4 14.400
Stirrups 8 125 1 19 0.84 15.96
Chajja 8 2 87 0.78 135.72
SLAB
Short Span 10 150 1 89 5.79 515.310
Long Span 10 150 1 39 13.6 530.400
Extra bar long 10 300 1 47 3 141.000
Extra bar short 10 300 1 19 7.8 148.200
Slab Beam
B1&2 (230* 600) Top & Bottom
12 6 2 14.6
Extra Top 12 2 2 10.19
Extra Bott 12 2 2 6
B3&B4 (23 12 6 1 14.6
Extra Bott 12 2 1 14.6
Extra Bott 10 2 1 14.6
B5(230*600 12 6 2 6.79
Extra Bott 16 2 2 6.79
Extra Top 16 2 2 6.79
B6(230*450 16 3 3 6.79
B6(230*450 12 3 3 6.79
Extra Bott 16 2 3 6.79
Extra TOP 16 3 3 6.79
Ring B1,B2, 8 93 2 1.58 293.880
Ring B3,B4, 8 93 1 1.28 119.040
Ring B5,B6, 8 40 5 1.58 316.000
CASCADE-0 12 150 27 2 2.6
12 150 14 2 4.6
CASCADE-0 12 150 27 2 2.6
12 150 14 2 4.6
D.G PLATF 12 150 27 2 3.1
12 150 17 2 4.6
PILING CO 16 150 6 8 3.45
STIRRUPS 8 150 20 7 0.965 135.100
ENTRY POIN 12 1 8 21
Extra bar 10 1 2 5.25 29.200
Stirrups 8 140 125 1 1.312 164.000
BUILDING PARAPET COLUMN
SLAB TO TOP LEVEL
c1,c5,c6,c1 16 8 4 1.2
12 4 4 1.2
c2,c3,c4 16 12 3 1.8
c7,c8,c9 16 12 3 1.2
PARAPET C 8 150 3 12 1.404 50.544
LATERAL TI 8 150 3 12 0.884 31.824
PARAPET C 8 150 7 8 1.404 78.624
LATERAL TI 8 150 7 8 0.884 49.504
Projection 12 150 1 47 1.48
Projection 16 1 3 7.5
12 1 3 7.5
Projection 8 150 1 47 1.524 71.628
ENTRY POIN 12 1 8 13.82
Extra bar 10 1 2 2.76 165.600
Stirrups 8 140 82 1 1.312 107.584
ENTRY & E 12 150 6 1 34.12
Stirrups 8 150 200 1 0.864 172.800
PILING CO 16 150 6 8 3.45
STIRRUPS 8 150 20 6 0.965 115.800
PRV SKID 8 150 21 2 1.95 81.900
8 150 11 2 3.45 75.900
RMT ### ###
Wt= KG/Rnmt 0.395 0.62
KG 6,966.20 7,752.14
TOTAL KG 27,654.90
0.000
0.000
0.000
243.000
207.000
108.000
92.000
54.000
46.000
0.000
451.200
37.600
162.660
32.000
50.760
4.000
6.000
40.140
66.600
70.080
16.000
9.330
139.440
16.000
35.040
12.000
0.000
254.800
236.800
15.500
254.800
236.800
88.800
58.800
115.200
70.400
172.800
254.800
236.800
254.800
236.800
88.800
0.000
58.800
0.000
115.200
70.400
172.800
106.080
82.080
70.720
54.720
35.36
27.36
60.24
48.24
24.8
68.2
18.6
66.15
80.31
175.2
40.76
24
87.6
29.2
81.48
27.16
27.16
61.11
61.11
40.74
61.11
140.4
128.8
140.4
128.8
167.4
156.4
165.6
168
38.4
19.2
64.8
43.2
69.56
22.5
22.5
110.56
204.72
165.6
5,750.34 4,948.58 - -
0.89 1.58 2.47 3.86
5,117.80 7,818.76 - -
27,654.90
