Required information

Problem $07\mathrm{.}120-$ Determine the normal stress and shearing stress in the weld of a pressure vessel subjected to an axial load.

A pressure vessel of $\backslash (250-\backslash$mathrm$\{$mm$\}\backslash )$ inner diameter and $\backslash (6-\backslash$mathrm$\{$mm$\}\backslash )$ wall thickness is fabricated from a $1\mathrm{.}2$ m section of spirally welded pipe $\backslash ($ A B $\backslash )$ and is equipped with two rigid end plates. The gage pressure inside the vessel is $2$ MPa $,$ and $\backslash (45-\backslash$mathrm$\{$kN$\}\backslash )$ centric axial forces $\backslash (\backslash$mathbf$\{$P$\}\backslash )$ and $\backslash (\backslash$mathbf$\{$P$\}^\{\backslash$prime$\}\backslash )$ are applied to the end plates.

Problem $07\mathrm{.}120.$b $-$ Determine the shearing stress parallel to the weld.

Determine the shearing stress parallel to the weld.

The shearing stress parallel to the weld is

Required information

Problem $07\mathrm{.}120-$ Determine the normal stress and shearing stress in the weld of a pressure vessel subjected to an axial load.

A pressure vessel of $\backslash (250-\backslash$mathrm$\{$mm$\}\backslash )$ inner diameter and $\backslash (6-\backslash$mathrm$\{$mm$\}\backslash )$ wall thickness is fabricated from a $1\mathrm{.}2$ m section of spirally welded pipe $\backslash ($ A B $\backslash )$ and is equipped with two rigid end plates. The gage pressure inside the vessel is $2$ MPa $,$ and $\backslash (45-\backslash$mathrm$\{$kN$\}\backslash )$ centric axial forces $\backslash (\backslash$mathbf$\{$P$\}\backslash )$ and $\backslash (\backslash$mathbf$\{$P$\}^\{\backslash$prime$\}\backslash )$ are applied to the end plates.

Problem $07\mathrm{.}120.$a $-$ Determine the normal stress perpendicular to the weld.

Determine the normal stress perpendicular to the weld.

The normal stress perpendicular to the weld is