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This document covers the basics of Engineering Mechanics, including branches of mechanics, vector and scalar quantities, resultant of two or more vector forces in equilibrium, rectilinear motion, free fall, curvilinear motion, Newton's law of motion, friction, and more. It also includes review questions at the end. a useful study material for students of engineering and physics.
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∑ M^ 0 =^0 RECTILINEAR MOTION Uniform Motion: is a motion by which there is no change in the magnitude of the velocity. S = v x t Where: S – distance v – uniform speed or velocity t - time Uniformly Accelerated Motion Uniformly accelerated motion is a motion by which velocity increases uniformly vf^2 − vo^2 = ± 2 as s = vo t ± 1 2 a t 2 vf − vo = ±at s = ( vf + vo ) t 2
A free fall is a motion under gravity. vf − vo = ± > ¿ vf^2 − vo^2 = ± gh h = vo t ± 1 2 g t 2 CURVILINEAR MOTION Projectile: is a body which after being given an initial velocity with an angle of release is allowed to travel under the action of gravity only. At any point: Maximum Height: Time to reach the highest point: Range: Total time of flight: General equation of projectile: Case 1: Point of impact is above the release
Content:
hr ho Where: ho – original height hr – height of rebound
Relationship between angular and tangential quantities: S = rθ v = rω a = rα Note: θ , ω , ∧ α Must be in rad, rad/s, and rad/s^2 respectively Uniform Circular motion Centripetal force: Fc = mv 2 r = mr ω 2 Centripetal acceleration: ac = v 2 r = r ω 2 Note: Centripetal force must be directed toward the center of the circular path ROTATION OF RIGID BODIES The kinetic energy of rotation: KEr = 1 2 l ω 2 Total Kinetic Energy KET = KEr + KEt KET = 1 2 l ω 2
1 2 mv 2 Where: KEr – kinetic energy of rotation KEt – kinetic energy of translation KET – total kinetic energy l – moment of inertia ω – angular velocity, (rad/s) BANKING OF CURVES Ideal angle of banking θ =tan − 1 v 2 gr For maximum velocity of the car without skidding tan ( θ + ∅ )= v 2 gr Where: θ – angle of banking ∅ - angle of friction v -velocity r – radius of curvature CABLES Parabolic Cables: Tension at the Support T = √(^ ωL 2 ) 2
a. Parallel axis b. Centroidal axis c. Radius d. Perpendicular axis
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