Design Variables
|
Modulus of
Elasticity (lbs/in2,
N/mm2) E =
|
|
Moment of
Inertia (lbs/in4,
N/mm4) I =
|
|
Load (lbs, N)
W =
|
|
Distance (in,
mm) l =
|
|
Distance
(must not equal to l/2) (in. mm) x =
|
|
Distance to
neutral axis/plane (in, mm) =
|
|
Results
|
Stress at any
point (lbs/in2,
N/mm2) s =
|
|
Stress at the
fixed support (lbs/in2, N/mm2) s =
|
|
Deflection at specified point (in, mm) y =
|
|
Deflection at the free end (in, mm) y =
|
|
Section
Modulus (lbs/in3,
N/mm3) Z =
|
|