WEBVTT 1 00:00:00.452 --> 00:00:02.169 Why can a large core test above 2 00:00:02.184 --> 00:00:04.002 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 --> 00:00:08.551 but its stress state can change during 5 00:00:08.566 --> 00:00:09.212 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 --> 00:00:20.322 Uneven clamping can concentrate pressure instead of 10 00:00:20.337 --> 00:00:21.061 spreading it. 11 00:00:21.926 --> 00:00:24.775 Grain-oriented steel is sensitive to these mechanical 12 00:00:24.790 --> 00:00:25.475 stresses. 13 00:00:26.340 --> 00:00:27.884 Loss and noise can rise. 14 00:00:28.748 --> 00:00:30.765 Support the full footprint on a rigid 15 00:00:30.780 --> 00:00:31.725 stacking table. 16 00:00:32.577 --> 00:00:34.671 Use a tilting fixture that supports the 17 00:00:34.686 --> 00:00:36.139 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 --> 00:00:44.371 Judge the finished core with its agreed 22 00:00:44.386 --> 00:00:47.090 tests, alongside the material certificate.