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Design Variables
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Modulus of
Elasticity (in2, mm2) E =
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Moment of
Inertia (in4, mm4) I =
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Distance to
neutral axis/plane of section (in, mm) =
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Section
Modulus (in3, mm3) Z =
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Load (lbs, N)
W =
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Distance from
load with x< a (in, mm) x =
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Distance (in,
mm) a =
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Distance
(Length - a) (in, mm) b =
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Distance from
load with v< b (in, mm) v =
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Length (in,
mm) l =
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Results
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Reaction
loading at left side support (lbs, N) =
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Reaction
loading at right side support (lbs, N) =
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Stress between
load and "a" load point (in3, mm3) sa =
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Stress between
load and "b" load point (in3, mm3) sb =
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Stress at load application max. (in3, mm3) s =
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Deflection between load and "a" point (in, mm) ya =
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Deflection between load and "b" point (in, mm) yb =
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Maximum Deflection at Load (in, mm) y =
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Deflection at load loaction = v1 if a < b (in, mm) =
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Deflection in the the longer segment at (in, mm) v1 =
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