blob: 7fd39419e0cfe238906b6d77ee424d397f319362 (
plain)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
|
clear
//
l = 15 //in - The length of the crossection
b = 33.9 //in - the width of the crossection
L = 100 //in The length of the cantilever
E = 29*(10**6) //psi The youngs modulus of the material used
I_Z = 315 //in^4 - the moment of inertia wrt Z axis
I_y = 8.13 //in^4 - the moment of inertia wrt Y axis
o = 5 // degrees - the angle of acting force
P = 2000 //k the acting force
P_h = P*sin((%pi/180)*(o)) //k - The horizontal component of P
P_v = P*cos((%pi/180)*(o)) //k - The vertical component of P
e_h = P_h*(L**3)/(3*E*I_y) // the horizontal component of deflection
e_v = P_v*(L**3)/(3*E*I_Z ) // the vertical component of deflection
e = ((e_h**2 + e_v**2)**0.5)
printf("\n the horizontal component of deflection %0.3f in",e_h)
printf("\n the vertical component of deflection %0.3f in",e_v)
printf("\n the resultant deflection %0.3f in",e)
|
