Setting Conditions
Table of Equivalent Factors
Table4 Equivalent Factors of Model LM
Model No. | Equivalent factor: K | |
---|---|---|
Single nut | Double blocks | |
LM 3 | 1.566 | 0.26 |
LM 4 | 1.566 | 0.21 |
LM 5 | 1.253 | 0.178 |
LM 6 | 0.553 | 0.162 |
LM 8S | 0.708 | 0.166 |
LM 8 | 0.442 | 0.128 |
LM 10 | 0.389 | 0.101 |
LM 12 | 0.389 | 0.097 |
LM 13 | 0.343 | 0.093 |
LM 16 | 0.279 | 0.084 |
LM 20 | 0.257 | 0.071 |
LM 25 | 0.163 | 0.054 |
LM 30 | 0.153 | 0.049 |
LM 35 | 0.143 | 0.045 |
LM 38 | 0.127 | 0.042 |
LM 40 | 0.117 | 0.04 |
LM 50 | 0.096 | 0.032 |
LM 60 | 0.093 | 0.028 |
LM 80 | 0.077 | 0.022 |
LM 100 | 0.065 | 0.017 |
LM 120 | 0.051 | 0.015 |
Note) Equivalent factors for the following models are the same as for model LM: Models LMF, LMK, LMIF, LMIK, LMIH, LMH, and SC.
Table5 Equivalent Factors of Model LM-L
Model No. | Equivalent factor: K |
---|---|
Single nut | |
LM 3L | 0.654 |
LM 4L | 0.578 |
LM 5L | 0.446 |
LM 6L | 0.402 |
LM 8L | 0.302 |
LM 10L | 0.236 |
LM 12L | 0.226 |
LM 13L | 0.214 |
LM 16L | 0.192 |
LM 20L | 0.164 |
LM 25L | 0.12 |
LM 30L | 0.106 |
LM 35L | 0.1 |
LM 40L | 0.086 |
LM 50L | 0.068 |
LM 60L | 0.062 |
Note) Equivalent factors for the following models are the same as for model LM-L: Models LMF-L, LMK-L, LMH-L, LMIF-L, LMIK-L, LMIH-L, LMCF-L, LMCK-L, and LMCH-L.
Table6 Equivalent Factors of Model LME
Model No. | Equivalent factor: K | |
---|---|---|
Single nut | Double blocks | |
LME 5 | 0.669 | 0.123 |
LME 8 | 0.514 | 0.116 |
LME 12 | 0.389 | 0.09 |
LME 16 | 0.343 | 0.081 |
LME 20 | 0.291 | 0.063 |
LME 25 | 0.209 | 0.052 |
LME 30 | 0.167 | 0.045 |
LME 40 | 0.127 | 0.039 |
LME 50 | 0.105 | 0.031 |
LME 60 | 0.093 | 0.024 |
LME 80 | 0.077 | 0.018 |
Precautions To Be Taken if an Eccentric Load Is Applied
The Model LG achieves a much higher load-carrying capacity in receiving the eccentric load (moment and torque) than the Linear Bushing Model LM because of its four rows of raceways. However, under conditions where the eccentric load is larger, the product may experience poor operation or early failure. In such cases, we recommend using ball splines that have larger load carrying capacities.See ball splines