BEAM SUPPORTED WITH UNIFORM AND ONE PARTIAL LOAD IN AXIS
Static calculations
* * *

OBJECT:

n° decimal =

INSERT DATA	for decimals put the point
q =	daN/ml
q1 =	daN/ml
L =	cm
b =	cm
J = moment of inertia	cm4
W = resistance modulus	cm³
E = elasticity module	daN/cm²
f permissible = L /	cm
permissible Tension =	daN/cm²
RESULTS
Ra = Rb =	daN
Ma = Mb =	daNm
Mab = Mmax	daNm
Ta = - Tb	daN
Tb =	daN
A-B = Tension found in the middle = Mab/W =	daN/cm²
f = arrow found in the middle	cm
permissible arrow =	cm
1 daN = 1 Kg