Question 1.41: A 90 mm wide bar will be used to carry an axial tension load...

A 90 mm wide bar will be used to carry an axial tension load of 280 kN as shown in Figure P1.41. The normal and shear stresses on plane AB must be limited to 150 MPa and 100 MPa, respectively. Determine the minimum thickness t required for the bar.

 

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The general equations for normal and shear stresses on an inclined plane in terms of the angle θ are

\sigma_{n}=\frac{P}{2 A}(1+\cos 2 \theta)                      (a)

and

\tau_{n t}=\frac{P}{2 A} \sin 2 \theta                               (b)

The angle θ for plane AB is 50°.

The normal stress on plane AB is limited to 150 MPa; therefore, the minimum cross-sectional area A required to support P = 280 kN can be found from Eq. (a):

A \geq \frac{P}{2 \sigma_{n}}(1+\cos 2 \theta)=\frac{(280  kN )(1,000  N / kN )}{2\left(150  N / mm ^{2}\right)}\left(1+\cos 2\left(50^{\circ}\right)\right)=771.2617  mm ^{2}

The shear stress on plane AB is limited to 100 MPa; therefore, the minimum cross-sectional area A required to support P = 280 kN can be found from Eq. (b):

A \geq \frac{P}{2 \tau_{n t}} \sin 2 \theta=\frac{(280  kN )(1,000  N / kN )}{2\left(100  N / mm ^{2}\right)} \sin 2\left(50^{\circ}\right)=1,378.7309  mm ^{2}

To satisfy both the normal and shear stress requirements, the cross-sectional area must be at least A_{\min }=1,379.7309  mm ^{2} . Since the bar width is 90 mm, the minimum bar thickness t must be

t_{\min }=\frac{1,378.7309  mm ^{2}}{90  mm }=15.3192  mm =15.32  mm

 

 

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