SIMPLE SUPPORTED BEAM - LOADS WITH OPPOSITE
Static calculations
* * *
OBJECT:
n° decimal =
INSERT DATA
for decimals put the point
P =
daN
L =
cm
a =
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 - 2 a =
cm
Ra = P b/L =
daN
Rb =- P a/L =
daN
Mmax = P a b/L =
daNm
Mmin = - P a b/L =
daNm
Ta = Ra =
daN
Tb = Ta =
daN
Tab =
daN
max = found Tension = Mmax/W =
daN/cm²
fc = - fd = arrow found
cm
permissible arrow =
cm
= deformed inclination
degrees
1 daN = 1 Kg