« Table 2
Drawings »
|
Distances in mm |
Reinforcement’s section in mm²/m |
Pieces per m |
Ø 6mm |
Ø 8mm |
Ø 10mm |
Ø 12mm |
Ø 14mm |
Ø 16mm |
Ø 18mm |
60 |
471 |
838 |
1309 |
1885 |
2566 |
3351 |
4241 |
16.7 |
65 |
435 |
773 |
1208 |
1740 |
2368 |
3093 |
3915 |
15.4 |
70 |
404 |
718 |
1122 |
1616 |
2199 |
2872 |
3635 |
14.3 |
75 |
377 |
670 |
1047 |
1508 |
2053 |
2681 |
3393 |
13.4 |
80 |
353 |
628 |
982 |
1414 |
1924 |
2513 |
3181 |
12.5 |
85 |
333 |
591 |
924 |
1331 |
1811 |
2365 |
2994 |
11.8 |
90 |
314 |
559 |
873 |
1257 |
1710 |
2234 |
2827 |
11.1 |
95 |
298 |
529 |
827 |
1190 |
1620 |
2116 |
2679 |
10.5 |
100 |
283 |
503 |
785 |
1131 |
1539 |
2011 |
2545 |
10.0 |
105 |
269 |
479 |
748 |
1077 |
1466 |
1915 |
2424 |
9.5 |
110 |
257 |
457 |
714 |
1028 |
1399 |
1828 |
2313 |
9.1 |
115 |
246 |
437 |
683 |
983 |
1339 |
1748 |
2213 |
8.7 |
120 |
236 |
419 |
654 |
942 |
1283 |
1676 |
2121 |
8.3 |
125 |
226 |
402 |
628 |
905 |
1232 |
1608 |
2036 |
8.0 |
130 |
217 |
387 |
604 |
870 |
1184 |
1547 |
1957 |
7.7 |
135 |
209 |
372 |
582 |
838 |
1140 |
1489 |
1885 |
7.4 |
140 |
202 |
359 |
561 |
808 |
1100 |
1436 |
1818 |
7.1 |
145 |
195 |
347 |
542 |
780 |
1062 |
1387 |
1755 |
6.9 |
150 |
188 |
335 |
524 |
754 |
1026 |
1340 |
1696 |
6.7 |
155 |
182 |
324 |
507 |
730 |
993 |
1297 |
1642 |
6.5 |
160 |
177 |
314 |
491 |
707 |
962 |
1257 |
1590 |
6.3 |
165 |
171 |
305 |
476 |
685 |
933 |
1219 |
1542 |
6.1 |
170 |
166 |
296 |
462 |
665 |
906 |
1183 |
1497 |
5.9 |
175 |
162 |
287 |
449 |
646 |
880 |
1149 |
1454 |
5.7 |
180 |
157 |
279 |
436 |
628 |
855 |
1117 |
1414 |
5.6 |
185 |
153 |
272 |
425 |
611 |
832 |
1087 |
1376 |
5.4 |
190 |
149 |
265 |
413 |
595 |
810 |
1058 |
1339 |
5.3 |
195 |
145 |
258 |
403 |
580 |
789 |
1031 |
1305 |
5.1 |
200 |
141 |
251 |
393 |
565 |
770 |
1005 |
1272 |
5.0 |
Example: the reinforcement Ø12/150 corresponds to a section of 754 mm²/m. The equivalent reinforcement is Ø10/100 which corresponds to a section equal to 785 mm²/m.
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« Table 2
Drawings »
|
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