WEBVTT 1 00:00:00.452 --> 00:00:01.869 Why can a large core test 2 00:00:01.884 --> 00:00:04.002 above its calculated no-load loss? 3 00:00:04.842 --> 00:00:06.673 The steel grade may be unchanged, 4 00:00:06.821 --> 00:00:08.278 but its stress state can change 5 00:00:08.293 --> 00:00:09.212 during production. 6 00:00:10.077 --> 00:00:12.428 Uneven support bends lower packets. 7 00:00:13.267 --> 00:00:15.358 Tilting redirects loads through the frame, 8 00:00:15.493 --> 00:00:16.621 limbs and yokes. 9 00:00:17.472 --> 00:00:19.814 Uneven clamping can concentrate pressure 10 00:00:19.829 --> 00:00:21.061 instead of spreading it. 11 00:00:21.926 --> 00:00:24.163 Grain-oriented steel is sensitive to these 12 00:00:24.178 --> 00:00:25.475 mechanical stresses. 13 00:00:26.340 --> 00:00:27.884 Loss and noise can rise. 14 00:00:28.748 --> 00:00:30.387 Support the full footprint on a 15 00:00:30.402 --> 00:00:31.725 rigid stacking table. 16 00:00:32.577 --> 00:00:34.515 Use a tilting fixture that supports 17 00:00:34.530 --> 00:00:36.139 the core throughout the movement. 18 00:00:36.991 --> 00:00:38.405 Check clamp-frame flatness, 19 00:00:38.540 --> 00:00:40.644 follow the specified tightening sequence, 20 00:00:40.754 --> 00:00:41.582 and record it. 21 00:00:42.446 --> 00:00:44.007 Judge the finished core with its 22 00:00:44.022 --> 00:00:46.286 agreed tests, alongside the material 23 00:00:46.301 --> 00:00:47.090 certificate.