a steel beam evaluate maximum bending stress in the beam and the beams maximum deflection if the weight 10kn is dropped from a heisht h=0.5m on to the beam eat=200gpa required metriail properties may be assumed
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The shear stress at any given point y1 along the height of the cross section is calculated by: where Ic = b·h3/12 is the centroidalmoment of inertia of the cross section. Themaximum shear stress occurs at the neutral axis of the beam and is calculated by: where A = b·h is the area of the cross section.
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