BEAM SUPPORTED WITH PARTIALLY UNIFORM LOAD
Static calculations
* * *
OBJECT:
n° decimals =
INSERT DATA
for decimals put the point
q =
daN/m
L =
cm
c =
cm
d =
cm
J = moment of inertia
cm
4
W = resistance modulus
cm³
E = elasticity module
daN/cm²
f permissible = L /
cm
permissible Tension =
daN/cm²
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
s
B = found Tension = Mab/W =
daN/cm²
f = arrow found at half load =
cm
permissible arrow =
cm
xo = (where there is Mmax)
cm
1 daN = 1 Kg
