Embedded beam with uniform load

Embedded beam with uniform load
Static calculations
* * *

OBJECT:

n° decimals =

INSERT DATA
for decimals put the point
q = daN/ml
L = cm
J = moment of inertia cm⁴
W = resistance modulus cmc
E = elasticity module daN/cm²
f permissible = L / cm
tensione permissible = daN/cm²
x = abscissa x to taste (x< = L) cm

RESULTS

Ra = Rb = q L/2 = daN
Ma = Mb = - q L²/12 = daNm
Mab = q L²/24 = daNm
Mx = daNm
Ta = Ra = daN
Tb =-Rb = daN
ab = Tension found in the middle = Mab/W = daN/cm²
a = Tension found at the embedded= Ma/W = daN/cm²
f = arrow found in the middle = q L⁴ / 384 E J = cm
fx = arrow found in x cm
permissible arrow = cm
the Moment = 0 for x = 0.21 L = cm
1 daN = 1 Kg