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 },
 "assumptions": [
  "Все298 фанерных профилей/frames/массы и весь новый крепёж заменены из указанной CNC-сборки. Старые stay_* удалены полностью; при наличии новых leg_bolt старые одноимённые комплекты удалены, а отдельные новые болты/гайки/шайбы учтены один раз. Прочие сталь/шторы/крючки сохранены из базовой steel_heel. Новые центры масс крепежа прочитаны из STL; пружины всё ещё исследовательские, не рассчитаны из лучевых накладок.",
  "Текущие оси и перпендикулярные торцы ног взяты из steel_heel/r7/assembly.json; новая сила рассчитана, не перенесена из архива.",
  "Плита стальной пятки принята неподвижной границей. Анкеры и бетон исключены, не проверены.",
  "Нога относительно основания: поступательные перемещения связаны без люфта; повороты либо жёсткие, либо три независимые пружины1/10/100кНм/рад на каждом окончании. Это диапазон, не вычисленная жёсткость болтов/стальных щёк.",
  "Одинаковые пружины по3осям служат исследованию. Настоящая пятка анизотропна, имеет связные компоненты, контакт подпятника только на сжатие и нагельные зазоры.",
  "При уменьшении21мм все фанерные массы уменьшены21/24; сталь/крепёж прежние. Геометрия зазоров/проставок21 ещё не согласована; средние оси сохранены.",
  "Крыша получает массу ПВХ0,9кг/м² по ранее подготовленной геометрии27,052м², свет11,6м×0,35кг/м и15кг кабели/швы. Эти отделочные данные не новое взвешивание.",
  "Шторы учтены по текущим массам один раз; rolled является альтернативной визуализацией. Давление ветра на вертикальные шторы ещё не моделируется. Это существенное ограничение закрытого режима.",
  "Реальные STL объёмы использованы для32комплектов болтов пяток,160крючков и4стальных пяток; отдельные элементыМ8 считаются по mass_kg без виртуальных дополнительных гаек.",
  "Узлы крыши: alpha=None и0,3 — математические предел/податливость, не свойства новых лучевых пластин. Сдвиговые степени свободы контактов пока связаны.",
  "E9000/G750МПа — пробные значения; брутто200мм и изотропная балочная модель не заменяют ортотропные проверки шипов/фанеры.",
  "Снег1,5кПа иγ1,4 из ранее проверенных параметров районаIII; купольные схемы остаются аналогиями для данной гранёной кровли.",
  "Средний ветер0,23×0,75×1,4×2,2кПа — неполная аэродинамическая аналогия. Исследовательский±1кПа маркирован отдельно. Пульсация/закрытые шторы не закрыты.",
  "Линейный осевой геометрический спектр рассчитан только для двух выбранных случаев в каждой модели (определяющие по напряжению снег/исследование). Это не минимум по всем загружениям и не коэффициент запаса по СП; несовершенства, боковое кручение с ортотропией и меняющиеся контакты не закрыты.",
  "Этот ограниченный повтор проверяет линейный баланс, усилия и перемещения; геометрически нелинейная устойчивость и прочность соединителей не объявлены проверенными."
 ]
}