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одного конца на силовом поясе, а, с другой – на металлической петле самодельного бетонного шара усилием, составляющим 50 % от максимального в направлении от нижней точки амплитуды растяжения жгута (см. фото № 5, фото № 6) к её верхней точке (см. фото № 7, фото № 8) и проводим его дальнейшее изометрическое удерживание в растянутой форме в течение пяти секунд (5с).

      Конец ознакомительного фрагмента.

      Текст предоставлен ООО «ЛитРес».

      Прочитайте эту книгу целиком, купив полную легальную версию на ЛитРес.

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