WEDGED BEAN - WITH CONCENTRATED LOAD NOT IN AXIS
Static calculations
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OBJECT:


n decimal =

INSERT DATA

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

RESULTS

b = L - a = cm
Ra = P b (L + 2 a)/L = daN
Rb = P a (L + 2 b)/L = daN
Ma = - P a b/L = daNm
Mb = - P a b/L = daNm
Mab = 2 P a b/L = daNm
Ta = Ra = daN
Tb = -Rb = daN
A = Tension found in A = Ma/W = daN/cm
B = Tension found in B = Mb/W = daN/cm
A-B = Tension detected under load = Mab/W = daN/cm
f = max arrow found = P a b/3 E J L = cm
famm. = allowable arrow = cm
1 daN = 1 Kg