Shear Stress in beams Flashcards

1
Q

If the bending moment at section 2 is greater than that at section 1 how are the difference of forces balanced

A

by a shear force, dF acting on the lower edge of the element

= QdM/I

*the first moment of the cross-sectional area (Q)
*second moment of inertia (I)
*M2 - M1 (dM)

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2
Q

the first moment of the cross-sectional area (Q)

A

= A’ ȳ

*area of the cross-section (A’)
*height of the centroid of the partial area above the neutral axis of the cross-section (ȳ)

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3
Q

distribution of longitudinal shear stress in a rectangular beam

A

τ = VQ / Ib

*second moment of inertia (I)
*base width of cross-section (b)
*first moment of the cross-sectional area (Q)
*vertical shear force (V)

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4
Q

vertical shear force (V)

A

= dM / dx

*length of beam (dx)
*bending moments M2 - M1 (dM)

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5
Q

maximum shear
stress (τmax) in the y direction

A

occurs on the neutral axis (y = 0)

= V h^2 / 8 I

*vertical shear force (V)
*height of cross-section (h)
*second moment of inertia (I)

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6
Q

what is the shear force at the face of a cross-section

A

F = σA

*cross-sectional area (A)
*bending stress (σ)

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7
Q

what is the change in longitudinal shear stress when we move in the z-direction

A

τ = Vhz / 2I

*second moment of inertia (I)
*height of cross-section (h)
*distance (z)
*vertical shear force (V)

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8
Q

if you move in the z direction in a thin-walled structure how does the shear stress tend to change

A

linearly in accordance with the distance move

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9
Q

if you move in the y direction in a thin-walled structure how does the shear stress tend to change

A

when the change in stress is plotted it forms a parabola with respect to distance along the structure

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10
Q

maximum shear
stress (τmax) in the z-direction in a c beam

A

occurs on the neutral axis (z = b)

= Vhb / 2 I

*vertical shear force (V)
*height of cross-section (h)
*second moment of inertia (I)
*base length (b)

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11
Q

maximum shear
stress (τmax) in the z-direction in an i-beam

A

occurs on the neutral axis (z = b/2)

= Vhb / 4 I

*vertical shear force (V)
*height of cross-section (h)
*second moment of inertia (I)
*base length (b)

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12
Q

what occurs when you load an asymmetric beam

A

twisiting

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13
Q

how do you avoid twisting in an asymmetric beam when a load is applied

A

move the load to an e distance away, shear centre

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14
Q

how do you work out the shear centre (e)

A

= h^2 b^2 t / 4I

*height of cross-section (h)
*second moment of inertia (I)
*base length (b)
*thickness (t)

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