SIMPLE SUPPORTED BEAM - LOADS WITH OPPOSITE
Static calculations
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OBJECT:


n° decimal =

INSERT DATA

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

RESULTS

b = L - 2 a = cm
Ra = P b/L = daN
Rb =- P a/L = daN
Mmax = P a b/L = daNm
Mmin = - P a b/L = daNm
Ta = Ra = daN
Tb = Ta = daN
Tab = daN
max = found Tension = Mmax/W = daN/cm²
fc = - fd = arrow found cm
permissible arrow = cm
= deformed inclination degrees
1 daN = 1 Kg