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Product Information > Khansgrate Ranges > I-Bar Series 2 :
I - BAR SERIES 2
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| CODE |
Load Bar Size (mm) |
Cross Rod (mm) |
Mass (Kg/m2) |
SPAN - Milimetres |
| Cut End |
Close End |
|
600 |
750 |
900 |
1050 |
1200 |
1350 |
1500 |
1650 |
1800 |
1950 |
2100 |
2250 |
2400 |
2550 |
2700 |
2850 |
3000 |
| KA225/40/IB |
25x5x3 |
100 |
23.1 |
24.9 |
S
D |
1.86
0.266 |
2.32
0.519 |
2.79
0.897 |
3.42
1.45 |
4.46
2.55 |
5.65
4.08 |
6.97
6.23 |
8.44
9.12 |
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| KB225/40/IB |
50 |
25.9 |
27.7 |
W
D |
7.2
0.205 |
9.0
0.400 |
10.8
0.61 |
12.6
1.152 |
14.4
1.97 |
16.2
3.15 |
18.0
4.80 |
19.8
7.03 |
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| KA325/40/IB |
32x5x3 |
100 |
27.8 |
30.1 |
S
D |
1.15
0.128 |
1.44
0.25 |
1.73
0.43 |
2.11
0.72 |
2.76
1.23 |
3.50
1.98 |
4.32
3.01 |
5.22
4.41 |
6.21
6.24 |
7.29
8.60 |
8.46
11.57 |
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| KB325/40/IB |
50 |
30.6 |
32.9 |
W
D |
7.2
0.118 |
9.0
0.23 |
10.8
0.40 |
12.6
0.67 |
14.4
1.14 |
16.2
1.82 |
18.0
2.77 |
19.8
4.06 |
21.6
5.75 |
23.4
7.92 |
25.2
10.65 |
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| KA385/40/IB |
38x5x3 |
100 |
32.2 |
34.9 |
S
D |
0.82
0.077 |
1.03
0.15 |
1.23
0.26 |
1.51
0.43 |
1.97
0.74 |
1.49
1.19 |
3.08
1.81 |
3.73
2.65 |
4.43
3.75 |
5.20
5.16 |
6.04
6.95 |
6.93
9.15 |
7.88
11.85 |
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| KB385/40/IB |
50 |
35.0 |
37.7 |
W
D |
7.2
0.073 |
9.0
0.14 |
10.8
0.25 |
12.6
0.41 |
14.4
0.70 |
16.2
1.13 |
18.0
1.72 |
19.8
2.52 |
21.6
3.56 |
23.4
4.91 |
25.2
6.60 |
27.0
8.70 |
28.8
11.27 |
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| KA445/40/IB |
44x5x3 |
100 |
36.6 |
39.7 |
S
D |
0.61
0.050 |
0.77
0.097 |
0,92
0.168 |
1.13
0,28 |
1.48
0.48 |
1.87
0.77 |
2.31
1.17 |
2.79
1.71 |
3.32
2.42 |
3.90
3.34 |
4.52
4.49 |
5.19
5.92 |
5.90
7.66 |
6.66
9.77 |
7.47
12.28 |
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| KA447/40/IB |
50 |
39.5 |
42.6 |
W
D |
7.2
0.048 |
9.0
0.094 |
10.8
0.163 |
12.6
0.27 |
14.4
0.46 |
16.2
0,74 |
18.0
1.13 |
19.8
1.66 |
21.6
2.35 |
23.4
3.23 |
25.2
4.35 |
27.0
5.73 |
28.8
7.42 |
30.6
9.45 |
32.4
11.88 |
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| KA505/40/IB |
50x5x3 |
100 |
40.0 |
43.5 |
S
D |
0.49
0.035 |
0.61
0.068 |
0.73
0.118 |
0.90
0.196 |
1.17
0.335 |
1.48
0.536 |
1.83
0.82 |
2.21
1.20 |
2.64
1.70 |
3.09
2.33 |
3.59
3.14 |
4.12
4.14 |
4.69
5.36 |
5.29
6.83 |
5.93
8.58 |
6.61
10.65 |
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| KB505/40/IB |
50 |
42.8 |
46.3 |
W
D |
7.2
0.034 |
9.0
0.065 |
10.8
0.115 |
12.6
0.192 |
14.4
0.33 |
16.2
0.52 |
18.0
0.80 |
19.8
1.17 |
21.6
1.66 |
23.4
2.28 |
25.2
3.07 |
27.0
4.04 |
28.8
5.23 |
30.6
6.67 |
32.4
8.38 |
34.2
10.41 |
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| KA507/40/IB |
50x7x4 |
100 |
56.8 |
61.5 |
S
D |
0.35
0.025 |
0.44
0.049 |
0.52
0.084 |
0.64
0.141 |
0.84
0.24 |
1.06
0.38 |
1.31
0.59 |
1.59
0.86 |
1.89
1.21 |
2.22
1.67 |
2.57
2.25 |
2.95
2.96 |
3.36
3.84 |
3.79
4.89 |
4.25
6.15 |
4.74
7.63 |
5.25
9.37 |
| KB507/40/IB |
50 |
61.8 |
66.5 |
W
D |
7.2
0.024 |
9.0
0.046 |
10.8
0.080 |
12.6
0.134 |
14.4
0.23 |
16.2
0.36 |
18.0
0.56 |
19.8
0.81 |
21.6
1.15 |
23.4
1.59 |
25.2
2.14 |
27.0
2.82 |
28.8
3.64 |
30.6
4.64 |
32.4
5.84 |
34.2
7.25 |
36.0
8.90 |
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GRATING WIDTH AND NUMBER OF BEARING BARS
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No |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
12 |
13 |
14 |
| BB |
| T |
PITCH
40MM |
3 |
43 |
83 |
123 |
163 |
203 |
243 |
283 |
323 |
363 |
403 |
443 |
483 |
523 |
| 5 |
45 |
85 |
125 |
165 |
205 |
245 |
285 |
325 |
365 |
405 |
445 |
485 |
525 |
| 6 |
46 |
86 |
126 |
166 |
206 |
246 |
286 |
326 |
366 |
406 |
446 |
486 |
526 |
| 7 |
47 |
87 |
127 |
167 |
207 |
247 |
287 |
327 |
367 |
407 |
447 |
487 |
527 |
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No |
15 |
16 |
17 |
18 |
19 |
20 |
21 |
22 |
23 |
24 |
25 |
26 |
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| BB |
| T |
PITCH
40MM |
3 |
563 |
603 |
643 |
683 |
723 |
763 |
803 |
843 |
883 |
923 |
963 |
1003 |
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| 5 |
565 |
605 |
645 |
685 |
725 |
765 |
805 |
845 |
885 |
925 |
965 |
1005 |
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| 6 |
566 |
606 |
646 |
686 |
726 |
766 |
806 |
846 |
886 |
926 |
966 |
1006 |
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| 7 |
567 |
607 |
647 |
687 |
727 |
767 |
807 |
847 |
887 |
927 |
967 |
1007 |
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SERRATED FACTORS
| Load Bar |
50x5x3 |
44x5x3 |
38x5x3 |
32x5x3 |
25x5x3 |
| S |
0.92 |
0.89 |
0.87 |
0.84 |
0.82 |
| D |
1.12 |
1.16 |
1.20 |
1.25 |
1.30 |
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STRESS & DEFLECTION FACTOR
| Uniform Load kg/m² (KN/m²) |
200(2.0) |
250(2.5) |
300(3.0) |
360(3.6) |
500(5.0) |
750(7.5) |
| Factor (i) |
0.67 |
0.83 |
1.00 |
1.20 |
1.67 |
2.50 |
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- SERRATED I-BAR CODE KA000/30/SI, KB000/30/SI
W = Load Each Bearing Bar in Kg/each bearing bar
S = Stree in Kg/mm²
D = Deflection in mm
Allowable Stress: 18Kg/mm²
Allowable Deflection: L(Span)/300mm
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