WEDGED BEAN - WITH CONCENTRATED LOAD NOT IN AXIS
Static calculations
* * *
OBJECT:
n° decimal =
INSERT DATA
for decimals put the point
P =
daN
L =
cm
a = L - b =
cm
J = moment of inertia
cm
4
W = resistance modulus
cm³
E = elasticity module
daN/cm²
f permissible = L /
cm
permissible Tension =
daN/cm²
RESULTS
b = L - a =
cm
Ra = P b² (L + 2 a)/L³ =
daN
Rb = P a² (L + 2 b)/L ³ =
daN
Ma = - P a b²/L ² =
daNm
Mb = - P a ² b/L ² =
daNm
Mab = 2 P a ² b²/L³ =
daNm
Ta = Ra =
daN
Tb = -Rb =
daN
A = Tension found in A =
Ma/W =
daN/cm²
B = Tension found in B =
Mb/W =
daN/cm²
A-B = Tension detected under load =
Mab/W =
daN/cm²
f = max arrow found =
P a³ b³/3 E J L ³ =
cm
famm. = allowable arrow =
cm
1 daN = 1 Kg
