SHELF WITH TWO CONCENTRATED FORCES
Static calculations
* * *






OBJECT:


n° decimal =

INSERT DATA

for decimals put the point
P1 = daN
P2 = daN
L1 = cm
L2 = 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 = P1 + P2 = daN
Ma = - (P1 L1+ P2 L2) = daNm
Ta = Ra = daN
A = Max Tension found in A = Ma/W = daN/cm²
fc = max arrow found = P1·L1³+ P2·L2³ /3·E·J = cm
permissible arrow = cm
1 daN = 1 Kg