BEAM SUPPORTED WITH TWO UNIFORM LOADS OF DIFFERENT VALUE
Static calculations
* * *
OBJECT:
n° decimal =
INSERT DATA
for decimals put the point
q1 =
daN/ml
q2 =
daN/ml
L =
cm
L2 =
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
L1 =
daN
Ra = Rb =
daN
Ma = Mb = 0 =
daNm
Mc =
daNm
Mab = Mmax
daNm
Ta = - Tb =
daN
Tb =
daN
A-B = tension found in the middle =
Ma-b/W =
daN/cm²
fmax = arrow found in the middle
cm
permissible arrow =
cm
1 daN = 1 Kg