6.1 – UNSYMMETRIC BENDING For each of the questions below, choose the correct answer True or False. Name Email 1. The bending normal strain varies linearly across the cross section for non-homogenous cross section in unsymmetrical bending. TRUE FALSE None 2. The bending normal stress varies linearly across the cross section for non-homogenous cross section in unsymmetrical bending. TRUE FALSE None 3. The maximum bending normal stress in unsymmetrical bending of beams is either at the top or bottom surface of the beam. TRUE FALSE None 4. The maximum bending shear stress in unsymmetrical bending of beams is at a point furthest from the neutral axis. TRUE FALSE None 5. The orientation of neutral axis may change along the length of the beam in unsymmetrical bending. TRUE FALSE None 6. In unsymmetrical bending of beams the direction of beam deflection is always perpendicular to the neutral axis at any cross section. TRUE FALSE None 7. If the cross area moment of inertia I_{yz} = 0, then buckling will take place either about the y or z axis. TRUE FALSE None 8. Shear center lies on the axis of symmetry for bending shear stresses. TRUE FALSE None 9. The location of the shear center depends upon the loads applied. TRUE FALSE None 10. For pure bending, the external forces must act along the line joining centroid and shear center of the cross section. TRUE FALSE None Do you have any suggestions or comments? Please email them to author@madhuvable.org Time's up