BEAM SUPPORTED WITH FORCE NOT IN AXIS
Static calculations
* * *
OBJECT:
n° decimals =
INSERT DATA
for decimals put the point
P =
daN
L =
cm
a =
cm
J = moment of inertia
cm
4
W = resistance modulus
cm³
E = elasticity module
daN/cm²
f permissible = L /
cm
permissible Tension =
daN/cm²
x = abscissa as desired (<= L)
cm
RESULTS
b = L - a =
cm
Ra = P b/L =
daN
Rb = P a/L =
daN
Mab = Mmax = P a b/L =
daNm
Ta = Ra =
daN
Tb = - Rb =
daN
= found Tension = Mab/W =
daN/cm²
f max = arrow found under the load = P a ² b ²/3 E J L =
cm
famm = permissible arrow
cm
fx = arrow in x at will
cm
x Max = abscissa where there is the arrow max
cm
fx Max = max arrow in xMax
cm
1 daN = 1 Kg
