SHELF WITH STRENGTH AT THE END

SHELF WITH STRENGTH AT THE END
Static calculations
* * *

OBJECT:

n° decimal =

INSERIRE I DATI
for decimals put the point
P = load applied daN
L = beam length cm
J = moment of inertia = cm⁴
W = resistance modulus cm³
E = elasticity module daN/cm²
f permissible = L / cm
permissible Tension = daN/cm²
x = (0.00 < x < L) = cm

RESULTS

Ra = P = daN
Ma = -P L = daNm
Ta = Ra = daN
A = Max Tension found in A = Ma/W = daN/cm²
f = max arrow found in B = P L³/3 E J = cm
arrow found in x at will = cm
permissible arrow = cm

rotations

alpha in x = rotation in x at will (0 ÷ L) degrees
alpha in B = rotation in B extreme free degrees

1 daN = 1 Kg