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[]
[null,"Расчёт по СП 52-101-2003, п.8.3.4",null,null,"As на 1 п.м. стены, см²:"]
[{"$nulls":4},"(коэф-т расч. длины - 0,8; a = 45 мм)"]
[null,"высота стены l, мм",2800,null,"толщ.","высота стены"]
[null,"толщина стены h, мм",160,null,"стены",2800,3000,3600,4200,4800,5400,6000]
[null,"расстояние до ц.т.арматуры а, мм",45,null,160,4.8,5,5.8,5.8,5.8,5.8,5.8]
[{"$nulls":4},180,5,5.3,6,6.7,6.8,6.8,6.8]
[null,"коэф-т расчётной длины",0.8,null,200,5.3,5.5,6.3,7,7.7,7.8,7.8]
[{"$nulls":4},220,5.5,5.8,6.5,7.2,7.9,8.7,8.8]
[null,"расчётная длина элемента l₀, мм",2240,null,250,5.9,6.2,6.9,7.6,8.3,9,9.8]
[null,"рабочая высота сечения h₀, мм",115,null,300,6.5,6.8,7.5,8.2,8.9,9.7,10.4]
[null,"гибкость l₀/h",19.47826086956522]
[{"$nulls":4},"Максимальный шаг каркасов при диаметре:"]
[null,"процент армирования μ, %",0.20858695652173914,null,"толщ.","высота стены"]
[null,"As у одной грани на 1 п.м. стены, см²",2.39875,null,"стены",2800,3000,3600,4200,4800,5400,6000]
[null,"As на 1 п.м. стены, см²",4.7975,null,160,"10 / 320","10 / 300","10 / 260","10 / 260","10 / 260","10 / 260","10 / 260"]
[{"$nulls":4},180,"10 / 300","10 / 280","10 / 260","12 / 320","12 / 320","12 / 320","12 / 320"]
[null,"http://fordewind.org/",null,null,200,"12 / 400","12 / 400","12 / 360","12 / 320","12 / 280","12 / 280","12 / 280"]
[null,"пароль - 123",null,null,220,"12 / 400","12 / 380","12 / 340","12 / 300","12 / 280","12 / 260","12 / 240"]
[{"$nulls":4},250,"12 / 380","12 / 360","12 / 320","12 / 280","12 / 260","12 / 240","16 / 400"]
[{"$nulls":4},300,"12 / 340","12 / 320","12 / 300","12 / 260","12 / 240","12 / 220","16 / 380"]
[null,"диаметр",10]
[null,"шаг каркасов",320]
[null,"максимальный шаг",320,""]
[null,"фактический процент армирования",0.2134234139666979]
[null,"фактическая площадь",4.908738521234052,1.023186768365618]

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