Column Loads
64
Column number Effective length Effective Area Beams on floor Grid C 0.5*3.225 1.13 5.62 C10 Grid 10 0.5*1.4 C9 Grid C 0.5*3.225 1.13 3.92 Grid 9 0.5*1.4 1.70 Grid C2 0.5*3.225 4.21 - Grid 9 0.5*1.4+0.5*3.825 6.35 Grid C2 0.5*3.225 4.21 - Grid 10 0.5*1.4+0.5*3.825 6.35 E9 Grid E 0.5*3.225 6.71 3.48 Grid 9 0.5*3.825+0.5*4.5 10.11 E10 Grid E 0.5*3.225 6.71 3.48 Grid 10 0.5*8.825+0.5*4.5 10.11 G9 Grid G 0.5*3.225 3.92 Grid 9 0.5*4.5+0.5*5.225 7.84 11.82 G10 Grid G 0.5*3.225 3.92 Grid 10 0.5*4.5+0.5*5.225 7.84 11.82 H9 Grid H 0.5*3.225 4.21 3.92 Grid 9 0.5*5.225 6.35 C29 C2 10
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Transcript of Column Loads
Tie BeamDead Loads
Column number Effective length Effective Area Beamson floor Other
Grid C 0.5*3.225 1.13 5.62 3.48C10 Grid 10 0.5*1.4
C9 Grid C 0.5*3.225 1.13 3.92 3.48Grid 9 0.5*1.4 1.70 -
Grid C2 0.5*3.225 4.21 - 3.48
Grid 9 0.5*1.4+0.5*3.825 6.35 -
Grid C2 0.5*3.225 4.21 - 3.48Grid 10 0.5*1.4+0.5*3.825 6.35 -
E9 Grid E 0.5*3.225 6.71 3.48 -Grid 9 0.5*3.825+0.5*4.5 10.11 -
E10 Grid E 0.5*3.225 6.71 3.48Grid 10 0.5*8.825+0.5*4.5 10.11
G9 Grid G 0.5*3.225 3.92Grid 9 0.5*4.5+0.5*5.225 7.84 11.82
G10 Grid G 0.5*3.225 3.92Grid 10 0.5*4.5+0.5*5.225 7.84 11.82
H9 Grid H 0.5*3.225 4.21 3.92Grid 9 0.5*5.225 6.35
C29
C2 10
H10 Grid H 0.5*3.225 4.21 3.92Grid 10 0.5*5.225 6.35
H8 Grid HGrid 8
G8 Grid GGrid 8
E8 Grid EGrid 8
C8 Grid CGrid 8
Grid CC7 Grid 7
Grid EE7 Grid 7
G7 Grid GGrid 7
H7 Grid HGrid 7
C6 Grid CGrid 6
E6 Grid EGrid 6
G6 Grid G
Grid 6
H6 Grid HGrid 6
H5 Grid HGrid 5
G5 Grid GGrid 5
E5 Grid EGrid 5
C5 Grid CGrid 5
E4d' Grid EGrid 4d'
E4a' Grid EGrid 4a'
E4a Grid EGrid 4a
F4d Grid FGrid 4d
F4b Grid FGrid 4b
G4d Grid GGrid 4d
G4b Grid GGrid 4b
G4a Grid GGrid 4a
H4c Grid HGrid 4c
H4a Grid HGrid 4a
Tie BeamDead Loads
Brick walls RW SLAB Ceiling Finishes Partitions Stair CaseOn beams Other
44.17 2.03 4.06landing
30.80 - 2.03 4.0614.55
-
54.31 7.58 15.17
-49.90 7.58 15.17
- -86.54
79.50 5.55 11.10
30.80101.09
30.8092.87
30.80- 54.31
30.8049.90
Tie Beam First Floor LevelImposed Load Dead Loads
Genaral use Stair landing Lobby Toilet area Conference Area
4.52
4.52
16.85
16.85
-
12.34
First Floor LevelDead Loads
Effective length Effective Area Beams Brick walls RW SLABon floor Other On beams Other
0.5*3.225 1.13 3.92 2.61 30.800.5*1.4 1.70 13.37
0.5*4.225+0.5*3.225 9.05 2.61 71.150.5*1.4 1.13 1.70 13.37
0.5*3.225 4.21 - 2.61
0.5*1.4+0.5+3.825 6.35 - 49.90
0.5*3.225 4.21 2.610.5*1.4+0.5+3.825 6.35 49.90
0.5*3.225+0.5*4.225 6.71 9.05 40.35 13.060.5*3.825+0.5*4.5 10.11 36.53
0.5*3.225 6.71 3.920.5*3.825+0.5*4.5 10.11 79.50 13.06
0.5*4.225+0.5*3.225 7.84 9.05 40.35 28.230.5*4.5+0.5*5.225 11.82 49.90
0.5*3.225 7.84 3.920.5*4.5+0.5*5.225 11.82 92.87 28.23
0.5*4.225+0.5*3.225 4.21 9.05 71.15 15.170.5*5.225 6.35 49.90
0.5*3.225 4.21 3.92 30.80 15.170.5*5.225 6.35 49.90
0.5*4.225 5.52 5.13 40.350.5*5.225 6.35 54.31
0.5*4.225 10.27 5.13 40.350.5*5.225+0.5*4.5 11.82 101.09
0.5*4.225 5.13 40.350.5*5.225+0.5*4.5 10.27 11.82 101.09
0.5*4.225 5.52 5.13 40.350.5*5.225 6.35 54.31
First Floor LevelDead Loads Imposed Load
Ceiling Finishes Partitions Stair Case Genaral use Stair landing Lobby Toilet area
2.03 4.06 4.52
2.03 4.06 4.52
7.58 15.17 16.85
7.58 15.17 16.85
12.08 11.10 12.34 14.51
12.08 11.10 12.34 14.51
14.11 31.36
14.11 31.36
7.58 16.85
7.58 16.85
First Floor Level Second Floor LevelImposed Load Dead Loads
Conference Area Effective length Effective Area Beams Brick wallson floor Other On beams Other
0.5*3.225 1.13 3.92 2.61 30.800.5*1.4 1.70 13.37
0.5*4.225+0.5*3.225 3.87 9.05 2.61 71.150.5*1.4+0.6 3.16 14.74 4.81
0.5*3.225 9.78 2.61
0.5*1.4+0.5*3.825 6.35 49.90
0.5*3.225 4.21 2.610.5*1.4+0.5+3.825 5.64 49.90
0.5*4.225+0.5*3.225 15.51 9.05 20.580.5*3.825+0.5*4.5 10.11 36.53
0.5*3.225 6.71 3.920.5*3.825+0.5*4.5 10.11 79.50
0.5*4.225+0.5*3.225 9.05 36.280.5*5.225+0.5*4.5 18.11 11.82
0.5*3.225 7.84078125 3.920.5*4.5+0.5*5.225 11.82 92.87
0.5*4.225+0.5*3.225 11.97 9.05 71.15 4.810.5*5.225+0.6 7.81 1.37
0.5*3.225 4.21 3.92 30.800.5*5.225 6.35 49.90
4.225 13.57 10.27 80.70 9.620.5*5.225+0.6 7.81 49.90
4.225 20.54 10.27 41.150.5*5.225+0.5*4.5 11.82 49.90
4.225 20.54 10.27 41.150.5*5.225+0.5*4.5 11.82
4.225 13.57 10.27 80.70 9.620.5*5.225+0.6 7.81
4.225 13.57 10.27 80.70 9.620.5*5.225+0.6 7.81 49.90
4.225 20.54 10.27 41.150.5*5.225+0.5*4.5 11.82 49.90
4.225 20.54 10.27 41.150.5*5.225+0.5*4.5 11.82 49.90
4.225 13.57 10.27 80.70 9.620.5*5.225+0.6 7.81 49.90
4.225 13.57 10.27 80.70 9.620.5*5.225+0.6 7.81
4.225 20.54 10.27 41.150.5*5.225+0.5*4.5 11.82
4.225 20.54 10.27 60.93
0.5*5.225+0.5*4.5 11.82 49.90
4.225 13.57 10.27 80.70 9.620.5*5.225+0.6 7.81 49.90
0.5*4.225+0.5*4 6.78640625 9.99 78.55 6.180.5*5.225+0.6 7.81 49.90
4.225*0.5+0.5*3.44 12.85 9.31 73.20 3.920.5*5.225+0.5*4.5 11.82 49.90
0.5*4.225+0.5*2.945 8.71 48.700.5*5.225+0.5*4.5 11.82 71.81
0.5*4.225 6.78640625 5.13 40.35 6.180.5*5.225+0.6 7.81 49.90
2.945 0 7.16 56.250
2.945 0 7.16 58.740
0.5*2.945 0 3.58 30.610.5*4.5 5.47
0.5*1.04+0.5*4 1.89 2.06 4.550.5*1.5
0.5*1.04+0.5*4 1.89 2.06 4.550.5*1.5
0.5*1.04+0.5*4 1.89 4.86 48.130.5*1.5
0.5*1.04+0.5*4 1.89 4.86 48.130.5*1.5
0.5*3.44 0 4.18 32.850.5*4.5+0.5*5.225 11.82
4 9.72 76.400 0
0.5*4 0 4.86 38.200.5*5.225 6.35
Second Floor LevelDead Loads Imposed Load
RW SLAB Ceiling Finishes Partitions Stair Case Genaral useStair landinLobby Toilet area
2.03 4.06 4.52
9.89 6.97 4.06 3.70 4.52
19.87 17.52 15.17 13.80 16.85
7.58 15.17 16.85
44.72 27.91 11.10 10.10 12.34 33.53
13.06 12.08 11.10 12.34 14.51
65.21 32.60 24.33 33.53
28.23 14.11 10.53 14.51
39.60 19.80 27.50
15.17 7.58 10.53
28.99 14.50 13.80
36.98 18.49 13.80 19.01
36.98 18.49 13.80 19.01
28.99 14.50 13.80
9.13 4.56
9.13 4.56
9.13 4.56
9.13 4.56
4.56 2.28
4.64 9.29 10.32
4.56 2.28
46.78
6.80 3.40 7.56
6.80 3.40 7.56
6.80 3.40 7.56
6.80 3.40 7.56
101.09
54.31
Second Floor Level Third Floor LevelImposed Load Dead Loads
Conference Area Balconey Effective length Effective Area Beamson floor Other
0.5*3.225 4.21 3.920.5*5.225 6.35
5.07 0.5*3.225+0.5*4.225 9.73 9.050.5*5.225 6.35
0.5*3.225+0.5*4.225 18.11 9.050.5*5.225+0.5*4.5 11.82
0.5*3.225 3.63 3.920.5*5.225+0.5*4.5 11.82
0.5*3.225+0.5*4.225 18.11 9.050.5*5.225+0.5*4.5 11.82
0.5*3.225 7.84 3.920.5*5.225+0.5*4.5 11.82
5.07 0.5*3.225+0.5*4.225 9.73 9.050.5*5.225 6.35
0.5*3.225 4.21 3.920.5*5.225 6.35
10.14 4.225 11.04 10.270.5*5.225 6.35
4.225 20.54 10.270.5*5.225+0.5*4.5 11.82
4.225 20.54 10.270.5*5.225+0.5*4.5 11.82
10.14 4.225 11.04 10.270.5*5.225 6.35
4.225 11.04 10.2710.14 0.5*5.225 6.35
4.225 20.54 9.130.5*5.225+0.5*4.5 10.50
4.225 20.54 10.270.5*5.225+0.5*4.5 11.82
10.14 4.225 11.04 10.270.5*5.225 6.35
10.14 4.225 11.04 10.270.5*5.225 6.35
4.225 20.54 10.270.5*5.225+0.5*4.5 11.82
4.225 20.54 10.27
0.5*5.225+0.5*4.5 11.82
10.14 4.225 13.44 10.270.5*5.225 6.35
5.07 0.5*4.225+0.5*4 10.74 9.990.5*5.225 6.35
0.5*4.225+0.5*2.945 9.310.5*5.225+0.5*4.5 11.82
0.5*2.945+0.5*4.225 13.59 8.710.5*5.225+0.5*4.5 11.82
5.07 0.5*5.225 5.52 5.130.5*4.225 6.35
2.945 8.39 7.16
2.945 7.51 7.16
0.5*2.945 3.31 3.580.5*4.5 5.47
0.5*3.44+0.5*1.04 3.36 5.440
0.5*3.44+0.5*1.04 3.36 5.44
0.5*3.44 0.00 4.18
0.5*3.44 0.00 4.18
0.5*3.44 1.29 4.18 3.720.5*4.5+0.5*5.225 11.82
4 0.00 9.720
2 0.00 4.860.5*5.225 6.35
Third Floor LevelDead Loads Imposed Load
Brick walls RW SLAB Ceiling Finishes Partitions Stair Case Genaral useOn beams Other
30.6449.64
70.77 4.55 24.43 12.22 13.8049.64 1.37
20.31 50.04 32.60 15.17 13.8049.64
13.06 6.5392.39
35.81 85.07 32.60 24.33
15.50 28.23 14.11 10.5392.39
70.77 4.55 59.22 19.68 24.331.37
30.80 15.17 7.58 10.5349.90
80.27 52.81 68.24 24.19 13.8049.64 46.43
40.62 93.83 36.98 13.8049.64
40.62 73.96 36.98 27.5949.64
80.27 9.11 48.38 24.19 27.5949.64 2.73
80.27 9.11 48.38 24.19 27.5949.64 2.73
40.62 73.96 36.98 27.5949.64
40.62 73.96 36.98 13.8049.64
80.27 9.11 48.38 24.19 13.8049.64 2.73
80.27 9.11 48.38 24.19 27.5949.64 2.73
40.62 73.96 36.98 27.5949.64
40.62 93.83 36.98 13.80
49.64
80.27 9.11 68.24 24.19 13.8049.64 2.73
78.14 48.25 24.19 12.0949.64 45.07
52.99 3.92 61.49 20.813.42
48.29 3.35 52.09 26.04 13.8049.64 1.37
40.14 4.55 24.19 9.93 13.8049.64 1.37
55.96 6.71 30.20 15.10
55.96 3.35 27.04 13.52
27.98 7.95 3.9842.75
5.10 12.10 6.05
5.10 12.10 6.05
32.85
32.85
3.92 4.64 6.97 9.2992.39
76.00
38.0049.64
Third Floor Level Dead Load
Imposed Load GFStair landing Lobby Toilet area Conference Area Balcony pantry
59.37
4.80 60.55
86.89
82.48
16.85 33.53 100.14
14.51 109.75
33.53 147.62
14.51 139.41
4.80 95.38
90.96
22.08 9.60
38.03 22.08
38.03
9.60
9.60
38.03
38.03 22.08
22.08 9.60
9.60
38.03
38.03 22.08
9.60 22.08
11.04 4.80
24.17 22.08
32.27 3.53
4.80
26.51 7.07
26.51 4.80
8.83
13.44
13.44
10.32 5.16
Dead Load Imposed Load DL IL
1F 2F 3F GF 1F 2F 3F
58.50 58.50 90.54 4.52 4.52 4.52 0.00 266.90 9.03
103.98 126.44 178.38 4.52 4.52 13.28 18.60 469.35 36.39
81.61 111.41 0.00 16.85 16.85 30.65 0.00 279.91 64.35
81.61 80.90 0.00 16.85 16.85 16.85 0.00 244.99 33.70
132.29 160.00 188.62 0.00 26.85 55.96 64.17 581.05 146.98
129.78 129.78 127.71 12.34 26.85 26.85 14.51 497.03 68.21
153.46 154.96 174.36 0.00 31.36 57.85 57.85 630.40 147.07
150.95 150.95 165.96 0.00 31.36 25.04 25.04 607.27 81.45
159.19 153.58 170.99 0.00 16.85 32.57 29.13 579.14 78.55
113.71 113.71 113.71 0.00 16.85 10.53 10.53 432.10 37.91
106.14 201.78 338.20 0.00 0.00 23.94 45.47 646.13 69.41
158.39 168.60 243.15 0.00 0.00 32.81 73.90 570.14 106.71
158.39 118.71 223.28 0.00 0.00 32.81 65.62 500.37 98.43
106.14 151.88 230.93 0.00 0.00 23.94 37.19 488.96 61.13
171.98 230.93 0.00 0.00 10.14 37.19 402.91 47.33
113.13 220.82 0.00 0.00 0.00 65.62 333.96 65.62
113.13 223.28 0.00 0.00 0.00 73.90 336.41 73.90
171.98 230.93 0.00 0.00 10.14 45.47 402.91 55.61
122.08 230.93 0.00 0.00 10.14 37.19 353.01 47.33
63.24 223.28 0.00 0.00 0.00 65.62 286.51 65.62
132.91 243.15 0.00 0.00 0.00 73.90 376.05 73.90
171.98 250.80 0.00 0.00 10.14 45.47 422.78 55.61
159.27 273.72 0.00 0.00 5.07 15.84 432.99 20.91
162.08 163.75 0.00 0.00 10.32 46.25 325.83 56.57
141.04 201.30 0.00 0.00 0.00 49.60 342.35 49.60
116.21 141.30 0.00 0.00 5.07 18.60 257.51 23.67
63.41 115.12 0.00 0.00 0.00 33.57 178.53 33.57
65.89 107.02 0.00 0.00 0.00 31.31 172.91 31.31
86.44 91.70 0.00 0.00 0.00 8.83 178.14 8.83
16.82 28.69 0.00 0.00 7.56 13.44 45.51 21.00
16.82 28.69 0.00 0.00 7.56 13.44 45.51 21.00
63.20 37.03 0.00 0.00 7.56 0.00 100.23 7.56
63.20 37.03 0.00 0.00 7.56 0.00 100.23 7.56
149.94 136.91 0.00 0.00 0.00 15.48 286.85 15.48
86.12 85.72 0.00 0.00 0.00 0.00 171.84 0.00
103.72 98.85 0.00 0.00 0.00 0.00 202.57 0.00
Total
275.93
505.74
344.26
278.69
728.03
565.24
777.47
688.72
657.69
470.02
715.54
676.85
598.80
550.09
450.25
399.58
410.31
458.52
400.35
352.13
449.95
478.39
453.89
382.40
391.94
281.17
212.10
204.22
186.97
66.51
66.51
107.79
107.79
302.33
171.84
202.57
777.47
5 6 7 8 9 10
202.57 171.84 432.99 422.78 402.91 646.13 579.14 432.10
202.57 0.00 20.91 55.61 55.61 69.41 78.55 37.91
405.14 171.84 453.89 478.39 458.52 715.54 657.69 470.02
286.85 100.23 100.23 325.83 376.05 336.41 570.14 630.40 607.27
15.48 7.56 7.56 56.57 73.90 73.90 106.71 147.07 81.45
302.33 107.79 107.79 382.40 449.95 410.31 676.85 777.47 688.72
45.51 45.51
21.00 21.00
178.14 172.91 178.53 342.35 286.51 333.96 500.37 581.05 497.03
8.83 31.31 33.57 49.60 65.62 65.62 98.43 146.98 68.21
186.97 204.22 212.10 391.94 352.13 399.58 598.80 728.03 565.24
279.91 244.99
64.35 50.55
344.26 295.54
257.51 353.01 402.91 488.96 469.35 266.90
23.67 47.33 47.33 61.13 40.91 9.03
281.17 400.35 450.25 550.09 510.26 275.93
Column No Total Dead Load (kN) Total Live Load (kN) Service Load (kN)F4d 45.51 21.00 66.51 0.443 0.666
900*900F4b 45.51 21.00 66.51 0.443 0.666G4d 100.23 7.56 107.79 0.719 0.848G4b 100.23 7.56 107.79 0.719 0.848H4c 171.84 0.00 171.84 1.146 1.070
1250*1250H4a 202.57 0.00 202.57 1.350 1.162E4d' 178.53 33.57 212.10 1.414 1.189E4a' 172.91 31.31 204.22 1.361 1.167E4a 178.14 8.83 186.97 1.246 1.116C10 266.90 9.03 275.93 1.840 1.356
1850*1850
279.91 64.35 344.26 2.295 1.515244.99 33.70 278.69 1.858 1.363
C7 402.91 47.33 450.25 3.002 1.733E7 333.96 65.62 399.58 2.664 1.632G7 336.41 73.90 410.31 2.735 1.654H7 402.91 55.61 458.52 3.057 1.748C6 353.01 47.33 400.35 2.669 1.634E6 286.51 65.62 352.13 2.348 1.532G6 376.05 73.90 449.95 3.000 1.732G5 325.83 56.57 382.40 2.549 1.597E5 342.35 49.60 391.94 2.613 1.616C5 257.51 23.67 281.17 1.874 1.369H5 432.99 20.91 453.89 3.026 1.740
G4a 286.85 15.48 302.33 2.016 1.420H10 432.10 37.91 470.02 3.133 1.770H6 422.78 55.61 478.39 3.189 1.786C9 469.35 36.39 505.74 3.372 1.836
2400*24000
E10 497.03 68.21 565.24 3.768 1.941G10 607.27 81.45 688.72 4.591 2.143H9 579.14 78.55 657.69 4.385 2.094H8 646.13 69.41 715.54 4.770 2.184G8 570.14 106.71 676.85 4.512 2.124E8 500.37 98.43 598.80 3.992 1.998C8 488.96 61.13 550.09 3.667 1.915E9 581.05 146.98 728.03 4.854 2.203G9 630.40 147.07 777.47 5.183 2.277
C29
C2 10
Ultimate load Load (kN) B97.31 0.9
Bearing Pressure 150 kN 97.31 0.9safe bearing pressure 150.00 kN 152.42 0.9
152.42 1.25240.58 1.25283.60 1.25303.66 1.25292.17 1.25263.53 1.25388.11 1.85
494.83 1.85
396.91 1.85639.81 1.85572.53 1.85589.21 1.85653.06 1.85569.95 1.85506.11 1.85644.71 1.85546.67 1.85558.64 1.85398.38 1.85639.63 1.85426.36 1.85665.61 1.85680.87 1.85715.32 2.4804.98 2.4980.50 2.4936.48 2.4
1015.63 2.4968.93 2.4858.01 2.4782.35 2.4
1048.64 2.41117.87 2.4
Earth Pressure Effective depth lc M k k' z Zcorr120.13 155 337.5 6.16 0.0114 OK 153.01 147.3120.13 155 337.5 6.16 0.0114 OK 153.01 147.3188.17 155 337.5 9.65 0.0178 OK 151.86 147.3
97.55 155 512.5 16.01 0.0213 OK 151.24 147.3153.97 155 512.5 25.28 0.0337 OK 148.97 147.3181.50 155 512.5 29.80 0.0397 OK 147.83 147.3194.34 155 512.5 31.90 0.0425 OK 147.30 147.3186.99 155 512.5 30.70 0.0409 OK 147.61 147.3168.66 155 512.5 27.69 0.0369 OK 148.36 147.3113.40 155 812.5 69.25 0.0623 OK 143.40 143.4
144.58 155 812.5 88.29 0.0795 OK 139.83 139.8
115.97 155 812.5 70.82 0.0637 OK 143.11 143.1186.94 155 812.5 114.16 0.1027 OK 134.63 134.6167.29 155 812.5 102.15 0.0919 OK 137.10 137.1172.16 155 812.5 105.13 0.0946 OK 136.50 136.5190.81 155 812.5 116.52 0.1049 OK 134.13 134.1166.53 155 812.5 101.69 0.0915 OK 137.19 137.2147.88 155 812.5 90.30 0.0813 OK 139.44 139.4188.37 155 812.5 115.03 0.1035 OK 134.45 134.4159.73 155 812.5 97.54 0.0878 OK 138.02 138.0163.23 155 812.5 99.67 0.0897 OK 137.60 137.6116.40 155 812.5 71.08 0.0640 OK 143.06 143.1186.89 155 812.5 114.12 0.1027 OK 134.64 134.6124.58 155 812.5 76.07 0.0685 OK 142.14 142.1194.48 155 812.5 118.76 0.1069 OK 133.65 133.7198.94 155 812.5 121.48 0.1093 OK 133.07 133.1124.19 155 1087.5 176.24 0.1223 OK 129.87 129.9139.75 155 1087.5 198.34 0.1376 OK 125.80 125.8170.23 180 1087.5 241.58 0.1243 OK 150.22 150.2162.58 180 1087.5 230.74 0.1187 OK 151.86 151.9176.32 180 1087.5 250.24 0.1287 OK 148.87 148.9168.22 180 1087.5 238.73 0.1228 OK 150.66 150.7148.96 180 1087.5 211.40 0.1087 OK 154.69 154.7135.83 180 1087.5 192.76 0.0992 OK 157.31 157.3182.06 180 1087.5 258.37 0.1329 OK 147.58 147.6194.07 180 1087.5 275.43 0.1417 OK 144.77 144.8198.94
As,req As,req per meter width designed moment diameter spacing As,prov104 116
16
12 250 407.3143104 116 12 250 407.3143164 182 12 250 407.3143272 217 12 250 565.7143429 343
32
12 250 565.7143506 404 12 250 565.7143541 433 12 250 565.7143521 417 12 250 565.7143470 376 12 250 565.7143
1207 652
121
16 200 1860.571
1578 853 16 200 1860.571
1236 668 16 200 1860.5712119 1145 16 150 2480.7621862 1006 16 150 2480.7621924 1040 16 150 2480.7622171 1173 16 150 2480.7621852 1001 16 200 1860.5711618 875 16 200 1860.5712138 1156 16 150 2480.7621766 954 16 200 1860.5711810 978 16 200 1860.5711241 671 16 200 1860.5712118 1145 16 150 2480.7621337 723 16 200 1860.5712220 1200 16 150 2480.7622281 1233 16 150 2480.7623391 1413
275
20 200 3771.4293939 1641 20 150 5028.5714018 1674 20 150 5028.5713797 1582 20 150 5028.5714200 1750 20 150 5028.5713960 1650 20 150 5028.5713415 1423 20 200 3771.4293062 1276 20 200 3771.4294375 1823 20 150 5028.5714754 1981 20 150 5028.571
As,min As,max check351 Ok351 Ok351 Ok
487.5 Ok487.5 Ok487.5 Ok487.5 Ok487.5 Ok487.5 Ok721.5 Ok
721.5 Ok
721.5 Ok721.5 Ok721.5 Ok721.5 Ok721.5 Ok721.5 Ok721.5 Ok721.5 Ok721.5 Ok721.5 Ok721.5 Ok721.5 Ok721.5 Ok721.5 Ok721.5 Ok
936 Ok936 Ok936 Ok936 Ok936 Ok936 Ok936 Ok936 Ok936 Ok936 Ok
