SHELF WITH INCLINED STRENGTH AT THE END

SHELF WITH INCLINED STRENGTH AT THE END
Static calculations
* * *

INSERT DATA	for decimals put the point
F =	daN
=	degrees
L =	cm
J = moment of inertia	cm⁴
W = resistance modulus	cm³
E = elasticity module	daN/cm²
f permissible = L /	cm
permissible Tension =	daN/cm²
x = (0.00 < x < L) =	cm
RESULTS
P = F sen= vertical component of F =	daN
C = F cos= horizontal component of F	daN
Ra = P =	daN
Ha = C = Horizontal reaction =	daN
Ma = -P L =	daNm
Ta = Ra =	daN
= Max Tension found in A = Ma/W =	daN/cm²
f = arrow found = P L³/3 E J =	cm
arrow found in x =	cm
permissible arrow =	cm
1 daN = 1 Kg