WEDGED BEAN - AXLE LOAD

WEDGED BEAN - AXLE LOAD
Static calculations
* * *

OBJECT:

n° decimal =

INSERT DATA
for decimals put the point
P = daN
L = cm
J = moment of inertia cm⁴
W = resistance modulus cm³
E = elasticity module daN/cm²
f permissible = L / cm
permissible Tension = daN/cm²
x = abscissa of your choice (x <= L) cm

RESULTS

Ra = daN
Rb = daN
Ma = daNm
Mb = daNm
Mmax = Mab = daNm
Ta = daN
Tb = daN
A = Tension found in A = Ma/W = daN/cm²
B = Tension found in B = Mb/W = daN/cm²
A-B = Tension detected under the load = Mab/W = daN/cm²
f = max arrow found = cm
fx = arrow found in x = cm
famm. = permissible arrow cm

rotation

alpha in x = beam rotation in x of your choice (0 ÷ L)= degrees

1 daN = 1 Kg