BEAM WITH HINGE AND INCLINED FORCE

BEAM WITH HINGE AND INCLINED FORCE
Static calculations
* * *

OBJECT:

n° decimal =

INSERT DATA
for decimals put the point
F = inclined load= daN
= load inclination = gradi
L = beam length = cm
a = cm
J = moment of inertia = cm⁴
W = resistance modulus = cmc
E = elasticity module = daN/cm²
permissible arrow = L / cm
samm. = permissible tension = daN/cm²

RESULTS

b = L - a = cm
P = F sen= vertical component of F= daN
C = F cos= horizontal component of F = daN
Ra = P b/L = daN
Rb = P a/L = daN
Ha = C = Horizontal reaction = daN
Mab = Mmax = P a b/L = daNm
Ta = Ra = daN
Tb = - Rb = daN
found tension = Mab/W = daN/cmq
f max = max arrow found = cm
x = abscissa where there is the f max= cm
f = arrow found under the load= P a ² b ²/3 E J L = cm
permissible arrow = cm

1 daN = 1 Kg