Shear Stress in beams Flashcards
If the bending moment at section 2 is greater than that at section 1 how are the difference of forces balanced
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)
the first moment of the cross-sectional area (Q)
= 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)
distribution of longitudinal shear stress in a rectangular beam
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)
vertical shear force (V)
= dM / dx
*length of beam (dx)
*bending moments M2 - M1 (dM)
maximum shear
stress (τmax) in the y direction
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)
what is the shear force at the face of a cross-section
F = σA
*cross-sectional area (A)
*bending stress (σ)
what is the change in longitudinal shear stress when we move in the z-direction
τ = Vhz / 2I
*second moment of inertia (I)
*height of cross-section (h)
*distance (z)
*vertical shear force (V)
if you move in the z direction in a thin-walled structure how does the shear stress tend to change
linearly in accordance with the distance move
if you move in the y direction in a thin-walled structure how does the shear stress tend to change
when the change in stress is plotted it forms a parabola with respect to distance along the structure
maximum shear
stress (τmax) in the z-direction in a c beam
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)
maximum shear
stress (τmax) in the z-direction in an i-beam
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)
what occurs when you load an asymmetric beam
twisiting
how do you avoid twisting in an asymmetric beam when a load is applied
move the load to an e distance away, shear centre
how do you work out the shear centre (e)
= h^2 b^2 t / 4I
*height of cross-section (h)
*second moment of inertia (I)
*base length (b)
*thickness (t)