Normal Stress at a Point, P, in an axial member
It’s possible that the
axial force might vary over the cross-section of a structural member.
In that case let the
element of force be ΔF over an element of area ΔA for the cross-
-section. Then the normal stress, σ, at a
given point P in the cross-section of the axial
member is
σp =
lim
ΔF / ΔA
ΔA→ 0
assuming the limit exists. If the cross-section lies in the y-z
plane then the axial stress may be
a function of both y and
z so that σ =
σ(y,z) and the total axial force, P, acts
through the
centroid at any given cross-section is simply the
integral of σ over the cross-section.
P =
∫ σ(y,z) dA
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