1.

The shear stress component in xz-plane in Cartesian coordinates for horizontal line load is ___________

A. \(τ_{xz}=\frac{2Q}{xzsinθcos⁡θ} \)
B. \(τ_{xz}=\frac{2Qxz^2}{π(x^2+z^2)^2} \)
C. \(τ_{xz}=\frac{2Qx^3}{π(x^2+z^2)^2} \)
D. \(τ_{xz}=\frac{2Qx^2 z}{π(x^2+z^2)^2} \)
Answer» E.


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