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The internal shear force V at a certain section of a steel beam is 80 kN, and the moment of inertia is 64,900,000 . Determine the horizontal shear stress at point H, which is located L

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The internal shear force V at a certain section of a steel beam is 80 kN, and the moment of inertia is 64,900,000 . Determine the horizontal shear stress at point H, which is located L = 20 mm below the centriod

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Answer:

The horizontal shear stress at point H is
\mathbf{\tau_H \approx 42.604 \ N/mm^2}

Step-by-step explanation:

Given that :

The internal shear force V = 80 kN = 80 × 10³ N

The moment of inertia = 64,900,000

The length = 20 mm below the centriod

The horizontal shear stress
\tau can be calculated by using the equation:


\tau = (VQ)/(Ib)

where;

Q = moment of area above or below the point H

b = thickness of the beam = 10 mm

From the centroid ;

Q =
Q_1 + Q_(2)

Q =
A_1y_1 + A_(2)y_(2)

Q = ( ( 70 × 10) × (55) + ( 210 × 15) (90 + 15/2) ) mm³

Q = ( ( 700) × (55) + ( 3150 ) ( 97.5) ) mm³

Q = ( 38500 + 307125 ) mm³

Q = 345625 mm³


\tau_H = (VQ)/(Ib)


\tau_H = (80*10^3 * 345625)/(64900000*10 )


\tau_H = (2.765*10^(10))/(649000000 )


\tau_H = 42.60400616 \ N/mm^2


\mathbf{\tau_H \approx 42.604 \ N/mm^2}

The horizontal shear stress at point H is
\mathbf{\tau_H \approx 42.604 \ N/mm^2}

The internal shear force V at a certain section of a steel beam is 80 kN, and the-example-1
User Fabian Vilers
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