1. Sketch stress distribution in the cross-sections (defined by the dashed-lines) for the following loading cases....

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1. Sketch stress distribution in the cross-sections (defined by the dashed-lines) for the following loading cases. If there are both normal and shear stresses, sketch them separately. Also indicate the subscripts for each stress component you sketch, according to the given coordinate system. a) Uni-axial (2pts) P b) Torsion (2pts) (for this case use cylindrical coordinate to determine the subscripts of the shear stress, axial direction x-axis, radial direction r, and circumferential direction 0.) T c) Transverse loading 1 (3pts) 'P NO Z Coordinates for c) and d) d) Transverse loading 2 (3points) P 1. Sketch stress distribution in the cross-sections (defined by the dashed-lines) for the following loading cases. If there are both normal and shear stresses, sketch them separately. Also indicate the subscripts for each stress component you sketch, according to the given coordinate system. a) Uni-axial (2pts) P b) Torsion (2pts) (for this case use cylindrical coordinate to determine the subscripts of the shear stress, axial direction x-axis, radial direction r, and circumferential direction 0.) T c) Transverse loading 1 (3pts) 'P NO Z Coordinates for c) and d) d) Transverse loading 2 (3points) P