*4-28. The rod has a slight taper and length L. It is suspended from the ceiling and supports a load P at its end. Show that the displacement of its end due to this load is 6 = PL/(E₂1). Neglect the weight of the material. The modulus of elasticity is E. Prob. 4-28 71 V p L

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Q: Draw the free-body diagram for the following problem. The rod shown.

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Q: the reaction forces at

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A: Now as per above FBDWe have∑Fx=0Rx+FBx+Fcx=0Rx+2+1=0Rx=-3 ∑Fy=0 Ry+FBy+Fcy=0 Ry+6-2=0 Ry=-4  ∑Fz=0…

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Q: 16-6. Determine the support reactions at pins and 3. Take E = 200 GPa, I = 350(10) mm, A = 15(10³)…

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Axial Load

When a bar of the uniform cross-section is acted by a load, such that the load acts along the longitudinal axis of the bar, such kinds of loadings are known as axial loadings. In general terms, a load is an external force acting on a component. An axial load acts perpendicular to the geometric cross-section of the component. Based on the direction of the application of the load, an axial load can be tensile or compressive. The analysis of bodies under the action of axial loads is generally studied under the branch of mechanics, known as statics.