BEAM CANTILEVER WITH EVENLY DISTRIBUTED LOAD
Static calculations
* * *
OBJECT:
n° decimals =
INSERT DATA
for decimals put the point
q =
daN/ml
L =
cm
J = moment of inertia
cm
4
W = resistance modulus
cmc
E = elasticity module
daN/cm²
f permissible = L /
cm
permissible Tension =
daN/cm²
x = (0,00 < x < L) =
cm
RESULTS
Ra = q L =
daN
Ma = - q L²/2 =
daNm
Mx = - q (L - x) ²/2 =
daNm
Tx = q (L - x) =
daN
Ta = Ra =
daN
A = found Tension =
Ma/W =
daN/cm²
f = arrow found =
q L
4
/ 8 E J =
cm
for L = x the arrow holds =
cm
permissible arrow =
cm
1 daN = 1 Kg
