length = 1m
load = 70kN
Number of leaves = 3
Number of graduated leaves = 15
Central = 100mm width
Pressure = 400MPa = 400N/mm²
depth:width = 2
E = 210 kN/mm²
(i) t = thickness
b = width
from, "\\dfrac{n\u00d7 t}{b} = 2"
"b = \\dfrac{15 \u00d7t}{2} = 7.5t"
Effective length "= 2L = 2L_1 - l ="
"1000-100 = 900"
"L = 450"m
"\\sigma= \\dfrac{18.WL}{bt\u00b2(2n_G+ 3n_f)}"
"400= \\dfrac{18 \u00d7 3500\u00d7 450}{7.5t(t\u00b2)(2(15) + 3(3))}"
"400 =\\dfrac{\n96923.1}{t^3}"
"t\u00b3 = \\dfrac{\n96923.1}{400} = 242.31"
"t= 6.2mm"
"b = 7.5t = 7.5 \u00d7 6.2 = 46.76mm"
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