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[]
[null,"Расчёт по СП 52-101-2003, п.8.3.4",null,null,"As на 1 п.м. стены, см²:"]
[{"$nulls":4},"(коэф-т расч. длины - 0,8; a = 45 мм)"]
[null,"высота стены l, мм",6000,null,"толщ.","высота стены"]
[null,"толщина стены h, мм",300,null,"стены",2400,3000,3600,4200,4800,5400,6000]
[null,"расстояние до ц.т.арматуры а, мм",45,null,160,3.5,4,4.5,5.1,5.6,5.8,5.8]
[{"$nulls":4},180,3.8,4.4,4.9,5.5,6,6.5,6.8]
[null,"коэф-т расчётной длины",0.8,null,200,4.2,4.7,5.3,5.8,6.4,7,7.5]
[{"$nulls":4},220,4.5,5.1,5.6,6.2,6.8,7.3,7.9]
[null,"расчётная длина элемента l₀, мм",4800,null,250,4.9,5.5,6.1,6.7,7.3,7.9,8.5]
[null,"рабочая высота сечения h₀, мм",255,null,300,5.6,6.2,6.9,7.5,8.1,8.7,9.3]
[null,"гибкость l₀/h",16]
[{"$nulls":4},"Максимальный шаг каркасов при диаметре:"]
[null,"процент армирования μ, %",0.1825,null,"толщ.","высота стены"]
[null,"As у одной грани на 1 п.м. стены, см²",4.65375,null,"стены",2400,3000,3600,4200,4800,5400,6000]
[null,"As на 1 п.м. стены, см²",9.3075,null,160,"8 / 280","8 / 250","8 / 220","10 / 310","10 / 280","10 / 270","10 / 270"]
[{"$nulls":4},180,"10 / 360","10 / 350","10 / 320","10 / 280","10 / 260","10 / 240","10 / 230"]
[null,"http://fordewind.org/",null,null,200,"10 / 370","10 / 330","10 / 290","10 / 270","10 / 240","10 / 220","10 / 210"]
[null,"пароль - 123",null,null,220,"10 / 350","10 / 310","10 / 280","10 / 250","10 / 230","10 / 210","10 / 200"]
[{"$nulls":4},250,"12 / 400","12 / 400","12 / 370","12 / 330","12 / 300","12 / 280","12 / 260"]
[{"$nulls":4},300,"12 / 400","12 / 360","12 / 330","12 / 300","12 / 280","12 / 260","12 / 240"]
[null,"диаметр",12]
[null,"шаг каркасов",240]
[null,"максимальный шаг",400,""]
[null,"фактический процент армирования",0.1847995678582231]
[null,"фактическая площадь",9.42477796076938,1.0126003718258803]

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