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[null,"Расчёт по СП 52-101-2003, п.8.3.4",null,null,"As у одной грани на 1 п.м. стены, см²:"]
[{"$nulls":4},"(коэф-т расч. длины - 0,8; a=30мм)"]
[null,"высота стены l, мм",6000,null,"толщ.","высота стены"]
[null,"толщина стены h, мм",300,null,"стены",3000,3600,4200,4800,5400,6000]
[null,"расстояние до ц.т.арматуры а, мм",30,null,180,2.7,3.1,3.5,3.8,3.8,3.8]
[{"$nulls":4},200,2.9,3.2,3.6,3.9,4.3,4.3]
[null,"коэф-т расчётной длины",0.8,null,220,3,3.3,3.7,4.1,4.4,4.8]
[{"$nulls":4},250,3.2,3.5,3.9,4.3,4.6,5]
[null,"расчётная длина элемента l₀, мм",4800,null,300,3.5,3.8,4.2,4.6,4.9,5.3]
[null,"рабочая высота сечения h₀, мм",270]
[null,"гибкость l₀/h",17.77777777777778,null,"Максимальный шаг каркасов (d12), мм:"]
[{"$nulls":4},"толщ.","высота стены"]
[null,"процент армирования μ, %",0.19583333333333336,null,"стены",3000,3600,4200,4800,5400,6000]
[{"$nulls":4},180,360,360,300,300,300,300]
[null,"As у одной грани на 1 п.м. стены, см²",5.287500000000001,null,200,360,350,300,250,250,250]
[{"$nulls":4},220,360,300,300,250,250,200]
[{"$nulls":4},250,350,300,250,250,200,200]
[null,"http://fordewind.org/",null,null,300,300,300,250,200,200,200]

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