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Document Title
                Fundamentals of Stress and Vibration                                  Chapter Title
                [A Practical guide for aspiring Designers / Analysts]              2. Engineering Mechanics

               Resolving all the forces along the rope, we have:


                        v 2
                T =  m      + mgcosθ
                        r

               Resolving all the forces perpendicular to the rope, we have:

                mgsinθ = ma ,therefore,we get:  a = gsinθ

               Here, the acceleration is positive as we seek only the magnitude and is directed towards the mean
               position.

               It can be observed that, the tension is maximum at the mean position (where ‘θ’ is zero).


               2.10.1 General forces and their directions

                   Ø  Self-weight (mg) always acts in the down ward direction. If the weight is oriented in a
                       plane, it would have two components. In some situations, the platform of a machine could
                       have a spatial orientations leading to three components of weight.
                   Ø  Inertia forces (inertia (ma), centrifugal force  mω r , Coriolis force  2mvω  and
                                                                      2
                       gyroscopic torque  I ωΩ . All these agencies have a reaction or effect in the direction
                                          p
                       opposite to that of acceleration or the vectorial direction derived from a standard formula.
                       Example: the centripetal force is given by  m ω    ×  ω    × r     (action), whereas, the
                       centrifugal force (reaction) has a direction negative to that of centripetal force.
                       The centrifugal force can be observed only in a rotating frame of reference and not in a
                       stationary frame of reference. However, since we reduce our dynamic situations to pseudo
                       static, we represent pseudo force, with their real effect, in the FBD.
                   Ø  Contact forces: any contact is characterized by two forces, namely, tangential and normal.
                       For non-deformable bodies in contact, the tangential force is the friction force and normal
                       force is the contact pressure.
                   Ø  Hinge joints: these joints cannot take any moments but develop vertical and horizontal
                       reactions.
                   Ø  Joints: bolted and welded joints are generally treated as fixed. In very few situations, the
                       bolted joints can behave as sliding joints (when friction between the flanges is less that the
                       applied load).
                   Ø  Shock loads are generally modified using shock factors and applied as equivalent static
                       loads.
                   Ø  Gear loads: except spur gear, helical and bevel gears have 3 components of loads, namely
                       tangential, radial and axial







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