WEDGED BEAN - WITH JUMP

WEDGED BEAN - WITH JUMP
Static calculations
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OBJECT:

n° decimal =

INSERT DATA
for decimals put the point
P = daN
L = cm
b = cm
J = moment of inertia cm⁴
W = resistance modulus cm³
E = elasticity module daN/cm²
f permissible = L / cm
permissible Tension = daN/cm²

RESULTS

Ra = 1,5 P b/L = daN
Rb = 0,5 P(2 L + 3 b)/L = daN
Ma = P b/2 = daNm
Mb = - P b = daNm
Ta = -Ra = daN
Tb = P = daN
A = Tension found in A = Ma/W = daN/cm²
B = Tension found in B = Mb/W = daN/cm²
f = arrow found under the load = P b² (3 + 4b)/6 E J = cm
famm. = permissible arrow cm

1 daN = 1 Kg