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ME 101: Engineering Mechanics Rajib Kumar Bhattacharjya Department of Civil Engineering Indian Institute of Technology Guwahati M Block : Room No 005 : Tel: 2428 www.iitg.ernet.in/rkbc Q. No. 1 For the trusses shown below, indicate the


  1. ME 101: Engineering Mechanics Rajib Kumar Bhattacharjya Department of Civil Engineering Indian Institute of Technology Guwahati M Block : Room No 005 : Tel: 2428 www.iitg.ernet.in/rkbc

  2. Q. No. 1 For the trusses shown below, indicate the members, which carry zero force.

  3. Q. No. 2 For the plane truss shown in figure below, find out the forces in members in FE , FC , and BC by considering all members as pin connected using method of sections.

  4. Q. No. 3 The two forces acting on the handles of the pipe wrenches constitute a couple M . Express the couple as a vector.

  5. Q. No. 4 The beam is subjected to uniformly distributed moment m (moment/length) and is shown in Figure 2. Draw the shear force and bending moment diagrams for the beam. m B A L

  6. Solution of Q. No. 1 11 5

  7. Solution of Q. No. 2 Consider the Right Segment:

  8. Solution of Q. No. 3 Taking O as origin � � ˆ ˆ ˆ r = − 0 . 25 j , r = 0 . 15 i + 0 . 25 j A B � ˆ ˆ ˆ r = − 0 . 25 j − 0 . 15 i − 0 . 25 j BA � � ˆ ˆ r = − 0 . 15 i − 0 . 5 j BA � � � ˆ ˆ ˆ C = r × F = ( − 0 . 15 i − 0 . 5 j ) × 150 k BA � � ˆ ˆ C = ( 22 . 5 j − 75 i ) Nm

  9. Solution of Q. No. 4 m A x � F x = 0 � A x = 0 B y A y L � M A = 0 � m L - B y L = 0 B y = m � M B = 0 � m L+ A y L = 0 SFD -m A y = - m Shear force at any section = - m BMD Bending moment at a distance x from A: M x = A y x + m x Since A y = - m � M x = 0 Bending moment at any section = 0

  10. Friction

  11. Friction Usual Assumption till now: Forces of action and reaction between contacting surfaces act normal to the surface � valid for interaction between smooth surfaces � in many cases ability of contacting surfaces to support tangential forces is very important (Ex: Figure above) Frictional Forces Tangential forces generated between contacting surfaces • occur in the interaction between all real surfaces • always act in a direction opposite to the direction of motion

  12. Friction Friction Friction Friction Frictional forces are Not Desired in some cases: • Bearings, power screws, gears, flow of fluids in pipes, propulsion of aircraft and missiles through the atmosphere, etc. • Friction often results in a loss of energy, which is dissipated in the form of heat • Friction causes Wear Frictional forces are Desired in some cases: • Brakes, clutches, belt drives, wedges • walking depends on friction between the shoe and the ground Ideal Machine/Process: Friction small enough to be neglected Real Machine/Process: Friction must be taken into account

  13. Types of Friction Dry Friction (Coulomb Friction) occurs between unlubricated surfaces of two solids Effects of dry friction acting on exterior surfaces of rigid bodies � ME101 Fluid Friction occurs when adjacent layers in a fluid (liquid or gas) move at a different velocities. Fluid friction also depends on viscosity of the fluid. � Fluid Mechanics Internal Friction occurs in all solid materials subjected to cyclic loading, especially in those materials, which have low limits of elasticity � Material Science

  14. Mechanism of Dry Friction • Block of weight W placed on horizontal surface. Forces acting on block are its weight and reaction of surface N . • Small horizontal force P applied to block. For Φ block to remain stationary, in equilibrium, a R horizontal component F of the surface reaction is required. F is a Static-Friction force . • As P increases, static-friction force F increases as well until it reaches a maximum value F m . F = µ N m s • Further increase in P causes the block to begin to move as F drops to a smaller Kinetic-Friction force F k . F = µ N k k � s is the Coefficient of Static Friction Static � k is the Coefficient of Kinetic Friction Equilibrium Motion

  15. Mechanism of Dry Friction • Maximum static-friction force: F = µ N m s • Kinetic-friction force: F = µ N k k µ ≅ 0 . 75 µ k s • Maximum static-friction force and kinetic-friction force are: - proportional to normal force - dependent on type and condition of contact surfaces - independent of contact area A friction coefficient reflects roughness, which is a geometric property of surfaces When the surfaces are in relative motion, the contacts are more nearly along the tops of the humps, and the t-components of the R ’s are smaller than when the surfaces are at rest relative to one another � Force necessary to maintain motion is generally less than that required to start the block when the surface irregularities are more nearly in mesh � F m > F k

  16. Mechanism of Dry Friction • Four situations can occur when a rigid body is in contact with a horizontal surface: • No friction, • No motion, • Motion impending, • Motion, ( P x = 0) ( P x < F m ) ( P x = F m ) ( P x > F m ) Equations of Equations of Equations of Equations of Equilibrium Not Valid Equilibrium Valid Equilibrium Valid Equilibrium Valid

  17. Mechanism of Dry Friction Sometimes convenient to replace normal force N & friction force F by their resultant R : • Motion • No friction • No motion • Motion impending F µ N F µ N m s k k tan φ = = tan φ = = s k N N N N tan φ = µ tan φ = µ s s k k Friction Angles φ φ = angle of static friction, = angle of kinetic friction s k vertex angle

  18. Mechanism of Dry Friction • Consider block of weight W resting on board with variable inclination angle θ. • No friction • No motion • Motion impending • Motion Angle of Repose = The reaction R is Angle of Static Friction not vertical anymore, and the forces acting on the block are unbalanced

  19. Dry Friction Example Determine the maximum angle Ө before the block begins to slip. � s = Coefficient of static friction between the block and the inclined surface Solution: Draw the FBD of the block Max angle occurs when F = F max = � s N Therefore, for impending motion: The maximum value of � is known as Angle of Repose

  20. Dry Friction Example SOLUTION: • Determine values of friction force and normal reaction force from plane required to maintain equilibrium. • Calculate maximum friction force and compare with friction force required for equilibrium. If it is greater, block will not slide. • If maximum friction force is less than A 100 N force acts as shown on a 300 N friction force required for equilibrium, block placed on an inclined plane. The block will slide. Calculate kinetic- coefficients of friction between the block friction force. and plane are µ s = 0.25 and µ k = 0.20. Determine whether the block is in equilibrium and find the value of the friction force.

  21. Dry Friction SOLUTION: • Determine values of friction force and normal reaction force from plane required to maintain equilibrium. � 3 ( ) F = 0 : 100 N - 300 N − F = 0 x 5 � F acting upwards F = − 80 N � 4 ( ) F = 0 : N 5 - 300 N = 0 y N = 240 N • Calculate maximum friction force and compare with friction force required for equilibrium. If it is greater, block will not slide. ( ) F = µ N F = 0 . 25 240 N = 60 N m s m The block will slide down the plane along F.

  22. Dry Friction • If maximum friction force is less than friction force required for equilibrium, block will slide. Calculate kinetic-friction force. = = µ N F F actual k k ( ) = 0 . 20 240 N F = 48 N actual

  23. CASE I CASE II

  24. Dry Friction Solution : (a) FBD for the block on the Example verge of tipping: The block moves with constant velocity under the action of P . � k is the Coefficient of Kinetic Friction. Determine: (a) Maximum value of h such that the The resultant of F k and N passes through block slides without tipping over point B through which P must also pass, (b) Location of a point C on the bottom since three coplanar forces in equilibrium face of the block through which are concurrent. resultant of the friction and normal Friction Force: forces must pass if h = H /2 F k = � k N since slipping occurs � = tan -1 � k

  25. Dry Friction Solution (a) Apply Equilibrium Conditions (constant velocity!) Alternatively, we can directly write from the geometry of the FBD: If h were greater than this value, moment equilibrium at A would not be satisfied and the block would tip over. Solution (b) Draw FBD � = tan -1 � k since the block is slipping. From geometry of FBD: Alternatively use equilibrium equations

  26. Applications of Friction in Machines Wedges • Simple machines used to raise heavy loads. • Force required to lift block is significantly less than block weight. • Friction prevents wedge from sliding out. Coefficient of Friction for each pair of • Want to find minimum force P to raise block. surfaces � = tan � (Static/Kinetic) FBDs: Reactions are inclined at an angle � from their respective normals and are in the direction opposite to the motion. Force vectors acting on each body can also be shown. R 2 is first found from upper diagram since mg is known. Then P can be found out from the lower diagram since R 2 is known. Forces to raise load

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