For both plane stress as well as plain strain case the equilibrium equation in x-direction is _______

Question

TuteeHUB · Accepted Answer

NA

TuteeHUB · Answer

$\frac{∂σ_x}{∂x}+\frac{∂τ_{yx}}{∂y}=0$

TuteeHUB · Answer

$\frac{∂σ_x}{∂x}+\frac{∂τ_{yx}}{∂y}+\frac{∂τ_{zx}}{∂z}+X=1$

TuteeHUB · Answer

$\frac{∂σ_x}{∂x}+\frac{∂τ_{yx}}{∂y}+X=0$

TuteeHUB · Answer

$\frac{∂σ_x}{∂x}+\frac{∂τ_{zx}}{∂z}=0$

1.	For both plane stress as well as plain strain case the equilibrium equation in x-direction is _______
A.	\(\frac{∂σ_x}{∂x}+\frac{∂τ_{yx}}{∂y}=0\)
B.	\(\frac{∂σ_x}{∂x}+\frac{∂τ_{yx}}{∂y}+\frac{∂τ_{zx}}{∂z}+X=1\)
C.	\(\frac{∂σ_x}{∂x}+\frac{∂τ_{yx}}{∂y}+X=0\)
D.	\(\frac{∂σ_x}{∂x}+\frac{∂τ_{zx}}{∂z}=0\)
Answer» E.

Discussion