Perpendicular Carrier-Beam Overhead Crane
A double-girder overhead crane with a fixed carrier beam arranged perpendicular to the bridge girders for handling long steel products at multiple lifting points.
All specifications
| Carrier-beam orientation | Perpendicular to bridge girders |
|---|---|
| Capacity configurations | 5+5 / 7.5+7.5 / 10+10 / 16+16 t |
| Span | 10.5 / 13.5 / 16.5 / 19.5 / 22.5 / 25.5 / 28.5 / 31.5 m |
| Maximum lifting height | 16 m |
| Working class | A5 / A6 |
| Hoisting, trolley and bridge speeds | See the paired configuration table below; all speeds are in m/min. |
| Maximum wheel load | See the span-by-span matrix below (kN). |
| Catalogue power supply | 3-phase AC 380 V / 50 Hz |
| Lifting attachment | Selected for the load; carrier-beam layouts can use magnets, clamps or grouped hooks. |
Matched lifting and trolley configurations
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| Capacity / duty | Max. lift (m) | Hoisting (m/min) | Trolley travel (m/min) | Trolley rail | Bridge rail |
|---|---|---|---|---|---|
| 5+5 t · A5 | 16 | 12.9 | 43.8 | P18 | P43 |
| 5+5 t · A6 | 16 | 15.66 | 43.8 | P18 | P43 |
| 7.5+7.5 t · A5 | 16 | 10.4 | 44.6 | P24 | P43 |
| 7.5+7.5 t · A6 | 16 | 15.3 | 44.6 | P24 | P43 |
| 10+10 t · A5 | 16 | 10.4 | 44.6 | P24 | P43 or QU70 |
| 10+10 t · A6 | 16 | 15.2 | 44.6 | P24 | P43 or QU70 |
| 16+16 t · A5 | 16 | 9.8 | 42.4 | P43 | P43 or QU70 |
| 16+16 t · A6 | 16 | 12.4 | 42.4 | P43 | P43 or QU70 |
Select rated capacity and working class together. The span-specific bridge speeds and maximum wheel loads follow below.
Bridge travel speed by span (m/min)
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| Capacity / duty | 10.5 m | 13.5 m | 16.5 m | 19.5 m | 22.5 m | 25.5 m | 28.5 m | 31.5 m |
|---|---|---|---|---|---|---|---|---|
| 5+5 t · A5 | 90.7 | 90.7 | 90.7 | 91.9 | 91.9 | 84.7 | 84.7 | 84.7 |
| 5+5 t · A6 | 115.6 | 115.6 | 115.6 | 116.8 | 116.8 | 112.5 | 112.5 | 112.5 |
| 7.5+7.5 t · A5 | 84.7 | 84.7 | 84.7 | 87.6 | 87.6 | 87.6 | 87.6 | 87.6 |
| 7.5+7.5 t · A6 | 112.5 | 112.5 | 112.5 | 101.4 | 101.4 | 101.4 | 101.4 | 101.4 |
| 10+10 t · A5 | 84.7 | 84.7 | 84.7 | 87.6 | 87.6 | 87.6 | 87.6 | 87.6 |
| 10+10 t · A6 | 112.5 | 112.5 | 112.5 | 101.4 | 101.4 | 101.4 | 101.4 | 101.4 |
| 16+16 t · A5 | 87 | 87 | 87 | 74.2 | 74.2 | 74.6 | 74.6 | 74.6 |
| 16+16 t · A6 | 101.4 | 101.4 | 101.4 | 101.8 | 101.8 | 86.8 | 86.8 | 86.8 |
Column headings are crane spans. Values are bridge travel speeds for that capacity, duty and span.
Maximum wheel load by span (kN)
Scroll across to see every column.
| Capacity / duty | 10.5 m | 13.5 m | 16.5 m | 19.5 m | 22.5 m | 25.5 m | 28.5 m | 31.5 m |
|---|---|---|---|---|---|---|---|---|
| 5+5 t A5 | 108 | 115 | 124 | 129 | 136 | 149 | 158 | 167 |
| 5+5 t A6 | 111 | 118 | 126 | 131 | 138 | 151 | 160 | 169 |
| 7.5+7.5 t A5 | 144 | 151 | 158 | 172 | 179 | 191 | 201 | 210 |
| 7.5+7.5 t A6 | 149 | 156 | 164 | 177 | 185 | 196 | 207 | 217 |
| 10+10 t A5 | 172 | 178 | 187 | 201 | 210 | 223 | 234 | 244 |
| 10+10 t A6 | 176 | 183 | 192 | 207 | 216 | 230 | 241 | 252 |
| 16+16 t A5 | 251 | 264 | 277 | 292 | 305 | 324 | 337 | 348 |
| 16+16 t A6 | 256 | 270 | 283 | 301 | 316 | 331 | 342 | 357 |
Preliminary selection values. Confirm the ordered crane’s wheel reactions on its approved general arrangement drawing.




















