BEAM SUPPORTED WITH PARTIALLY UNIFORM LOAD
Static calculations
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OBJECT:


n decimals =

INSERT DATA

for decimals put the point
q = daN/m
L = cm
c = cm
d = cm
J = moment of inertia cm4
W = resistance modulus cm
E = elasticity module daN/cm
f permissible = L / cm
permissible Tension = daN/cm

RESULTS

a = cm
b = cm
Ra = q b c / L = daN
Rb = q a c / L = daN
Mmax = (in xo) daNm
Mc1 = q b c (2 a - c) / 2 L = daNm
Mc2 = q a c (2 b - c) / 2 L = daNm
Ta = Ra = daN
Tb = - Rb = daN
sB = found Tension = Mab/W = daN/cm
f = arrow found at half load = cm
permissible arrow = cm
xo = (where there is Mmax) cm
1 daN = 1 Kg