Use the tables to calculate the approximate weight of your system based on its configuration.
| I/O drawers | Number of nodes | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | |
| 0 | 1355 | 1566 | 1796 | 1953 | 2164 | 2312 | 2532 | 2742 | 2900 | 3075 | 3232 | 3389 | 3546 | 3703 |
| 1 | 1517 | 1728 | 1958 | 2115 | 2326 | 2474 | 2694 | 2904 | 3062 | 3237 | 3394 | 3551 | ||
| 2 | 1890 | 2120 | 2277 | 2488 | 2636 | 2856 | 3066 | 3224 | 3399 | |||||
| 3 | 2282 | 2439 | 2650 | 2798 | 3018 | 3228 | ||||||||
| 4 | 2601 | 2812 | 2960 | |||||||||||
| I/O drawers | Number of nodes | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | |
| 0 | 615 | 710 | 815 | 886 | 982 | 1049 | 1148 | 1244 | 1315 | 1395 | 1466 | 1537 | 1608 | 1680 |
| 1 | 688 | 784 | 888 | 959 | 1055 | 1122 | 1222 | 1317 | 1389 | 1468 | 1539 | 1611 | ||
| 2 | 857 | 962 | 1033 | 1129 | 1196 | 1295 | 1391 | 1462 | 1542 | |||||
| 3 | 1035 | 1106 | 1202 | 1269 | 1369 | 1464 | ||||||||
| 4 | 1180 | 1276 | 1343 | |||||||||||
The building floor must support the weight of the equipment to be installed. The following pounds-per-square-foot (lb/ft2) and kilogram-per-square meter (kg/m2) formulas are used to calculate floor loading. For assistance with floor load evaluation, contact a structural engineer that satisfies your local requirements.
(Frame Weight [kg])/(Frame Area + (Service Area/2) [m2])) + ((75[kg]/m2) x Service Area[m2])/(Frame Area + (Service Area/2)[m2]) + (50 [kg]/m2)
(Frame Weight [lb])/(Frame Area + (Service Area/2) [ft2])) + ((15 [lb]/ft2) x (Service Area[ft2]/1)/Frame Area + (Service Area/2)[ft2]) + (10[lb]/ft2)
When the service clearance area is also used to distribute machine weight (weight distribution/service clearance), 75 kg/m2 (15lb/ft2) is considered for personnel and equipment traffic. The distribution weight is applied over 0.5 of the service clearance up to a maximum of 760 mm (30 in.) as measured from the machine frame.
75 kg/[m2] x Service Area [m2]/1
15 lb/[ft2] x Service Area [ft2]/1
The raised-floor weight plus the cable weight adds 50 kg/m2 (10 lb/ft2) uniformly across the total area used in calculations. (The total area is defined as: machine area + 0.5 service clearance.)
