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RIGID BODIES EQUILIBRIUM
οƒ˜ A rigid body is an idealization of a solid body where the deformations occurring on
the body are neglected.
οƒ˜ In other words, the distance between any two given points of a rigid body remains
constant regardless of the external force acting upon it.
οƒ˜ Principle of force transmissibility will be applied, which is
The principle of transmissibility states that the point of application of a force
can be moved anywhere along its line of action without changing the external reaction
forces on a rigid body.
OR, The principle of transmissibility states that the conditions of equilibrium or
motion of a rigid body will remain unchanged if a force F acting at a given point of the
rigid body is replaced by a force F’ of the same magnitude and same direction, but
acting at a different point, provided that the two forces have the same line of action.
A.B = ABcosπœƒ
If A & B are solved as per their rectangular components, then,
A.B = 𝐴π‘₯𝑖 + 𝐴𝑦𝑗 + π΄π‘§π‘˜ . (𝐡π‘₯𝑖 + 𝐡𝑦𝑗 + π΅π‘π‘˜)
= 𝐴π‘₯𝐡π‘₯ + 𝐴𝑦𝐡𝑦+𝐴𝑧𝐡𝑍
∡ 𝑖. 𝑖 = 𝑗. 𝑗 = π‘˜. π‘˜ = 1 &
𝑖. 𝑗 = 𝑗. π‘˜ = π‘˜. 𝑖 = 0
AΓ— 𝐡 = 𝐢 = π΄π΅π‘ π‘–π‘›πœƒ
𝐴 Γ— 𝐡 = 𝐴π‘₯𝑖 + 𝐴𝑦𝑗 + π΄π‘§π‘˜ Γ— 𝐡π‘₯𝑖 + 𝐡𝑦𝑗 + π΅π‘π‘˜
AΓ— 𝐡 = - (BΓ— 𝐴)
; AΓ— 𝐡 β‰  B Γ— 𝐴
Moment of a Force about a point
Or,
𝑴𝒐 = 𝒓 Γ— 𝑭
𝐹 = 𝐹π‘₯𝑖 + 𝐹𝑦𝑗 + πΉπ‘§π‘˜
r = dx𝑖 + 𝑑𝑦𝑗 + π‘‘π‘§π‘˜ 𝑠𝑖𝑛𝑐𝑒, 𝑑π‘₯ = π‘₯ βˆ’ 0 = π‘₯;
𝑑𝑦 = 𝑦 βˆ’ 0 = 𝑦;
𝑑𝑧 = 𝑧 βˆ’ 0 = 𝑧
β€˜r’ will be,
r = x𝑖 + 𝑦𝑗 + π‘§π‘˜
Hence, 𝑴𝒐 is
𝑴𝒐 =
𝑖 𝑗 π‘˜
π‘₯ 𝑦 𝑧
𝐹π‘₯ 𝐹𝑦 𝐹𝑧
= 𝑦𝐹𝑧 βˆ’ 𝑧𝐹𝑦 𝑖 + 𝑧𝐹π‘₯ βˆ’ π‘₯𝐹𝑧 𝑗 + π‘₯𝐹𝑦 βˆ’ 𝑦𝐹π‘₯ π‘˜
And also, 𝑴𝒐 = 𝑀π‘₯𝑖 + 𝑀𝑦𝑗 + π‘€π‘§π‘˜
(0,0,0)
𝑴𝑩 = 𝒓𝑨𝑩 Γ— 𝑭
𝒓𝑨𝑩 = (π‘₯𝐴 βˆ’ π‘₯𝐡)𝑖 + (𝑦𝐴 βˆ’ 𝑦𝐡)𝑗 + (𝑧𝐴 βˆ’ 𝑧𝐡)π‘˜
𝐹 = 𝐹π‘₯𝑖 + 𝐹𝑦𝑗 + πΉπ‘§π‘˜
Hence, 𝑴𝑩 is
𝑴𝑩 =
𝑖 𝑗 π‘˜
(π‘₯π΄βˆ’π‘₯𝐡) (𝑦𝐴 βˆ’ 𝑦𝐡) (𝑧𝐴 βˆ’ 𝑧𝐡)
𝐹π‘₯ 𝐹𝑦 𝐹𝑧
And also, 𝑴𝑩= 𝑀π‘₯𝑖 + 𝑀𝑦𝑗 + π‘€π‘§π‘˜
𝑴𝒐 = 𝒓 Γ— 𝑭
𝑴𝑢𝑳 = 𝝀. 𝑴𝒐 = 𝝀. (𝒓 Γ— 𝑭)
B
= =
= =
B
Actual system
Actual system
Actual system
Equivalent system
Equivalent system
Equivalent system
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx
engg mechanics ppt 1 -rigid bodies equilibrium.pptx

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engg mechanics ppt 1 -rigid bodies equilibrium.pptx

  • 1. RIGID BODIES EQUILIBRIUM οƒ˜ A rigid body is an idealization of a solid body where the deformations occurring on the body are neglected. οƒ˜ In other words, the distance between any two given points of a rigid body remains constant regardless of the external force acting upon it. οƒ˜ Principle of force transmissibility will be applied, which is The principle of transmissibility states that the point of application of a force can be moved anywhere along its line of action without changing the external reaction forces on a rigid body. OR, The principle of transmissibility states that the conditions of equilibrium or motion of a rigid body will remain unchanged if a force F acting at a given point of the rigid body is replaced by a force F’ of the same magnitude and same direction, but acting at a different point, provided that the two forces have the same line of action.
  • 2.
  • 3. A.B = ABcosπœƒ If A & B are solved as per their rectangular components, then, A.B = 𝐴π‘₯𝑖 + 𝐴𝑦𝑗 + π΄π‘§π‘˜ . (𝐡π‘₯𝑖 + 𝐡𝑦𝑗 + π΅π‘π‘˜) = 𝐴π‘₯𝐡π‘₯ + 𝐴𝑦𝐡𝑦+𝐴𝑧𝐡𝑍 ∡ 𝑖. 𝑖 = 𝑗. 𝑗 = π‘˜. π‘˜ = 1 & 𝑖. 𝑗 = 𝑗. π‘˜ = π‘˜. 𝑖 = 0
  • 4. AΓ— 𝐡 = 𝐢 = π΄π΅π‘ π‘–π‘›πœƒ 𝐴 Γ— 𝐡 = 𝐴π‘₯𝑖 + 𝐴𝑦𝑗 + π΄π‘§π‘˜ Γ— 𝐡π‘₯𝑖 + 𝐡𝑦𝑗 + π΅π‘π‘˜ AΓ— 𝐡 = - (BΓ— 𝐴) ; AΓ— 𝐡 β‰  B Γ— 𝐴
  • 5.
  • 6. Moment of a Force about a point
  • 7. Or,
  • 8. 𝑴𝒐 = 𝒓 Γ— 𝑭 𝐹 = 𝐹π‘₯𝑖 + 𝐹𝑦𝑗 + πΉπ‘§π‘˜ r = dx𝑖 + 𝑑𝑦𝑗 + π‘‘π‘§π‘˜ 𝑠𝑖𝑛𝑐𝑒, 𝑑π‘₯ = π‘₯ βˆ’ 0 = π‘₯; 𝑑𝑦 = 𝑦 βˆ’ 0 = 𝑦; 𝑑𝑧 = 𝑧 βˆ’ 0 = 𝑧 β€˜r’ will be, r = x𝑖 + 𝑦𝑗 + π‘§π‘˜ Hence, 𝑴𝒐 is 𝑴𝒐 = 𝑖 𝑗 π‘˜ π‘₯ 𝑦 𝑧 𝐹π‘₯ 𝐹𝑦 𝐹𝑧 = 𝑦𝐹𝑧 βˆ’ 𝑧𝐹𝑦 𝑖 + 𝑧𝐹π‘₯ βˆ’ π‘₯𝐹𝑧 𝑗 + π‘₯𝐹𝑦 βˆ’ 𝑦𝐹π‘₯ π‘˜ And also, 𝑴𝒐 = 𝑀π‘₯𝑖 + 𝑀𝑦𝑗 + π‘€π‘§π‘˜ (0,0,0)
  • 9. 𝑴𝑩 = 𝒓𝑨𝑩 Γ— 𝑭 𝒓𝑨𝑩 = (π‘₯𝐴 βˆ’ π‘₯𝐡)𝑖 + (𝑦𝐴 βˆ’ 𝑦𝐡)𝑗 + (𝑧𝐴 βˆ’ 𝑧𝐡)π‘˜ 𝐹 = 𝐹π‘₯𝑖 + 𝐹𝑦𝑗 + πΉπ‘§π‘˜ Hence, 𝑴𝑩 is 𝑴𝑩 = 𝑖 𝑗 π‘˜ (π‘₯π΄βˆ’π‘₯𝐡) (𝑦𝐴 βˆ’ 𝑦𝐡) (𝑧𝐴 βˆ’ 𝑧𝐡) 𝐹π‘₯ 𝐹𝑦 𝐹𝑧 And also, 𝑴𝑩= 𝑀π‘₯𝑖 + 𝑀𝑦𝑗 + π‘€π‘§π‘˜
  • 10. 𝑴𝒐 = 𝒓 Γ— 𝑭 𝑴𝑢𝑳 = 𝝀. 𝑴𝒐 = 𝝀. (𝒓 Γ— 𝑭)
  • 11.
  • 12.
  • 13.
  • 14.
  • 15.
  • 16.
  • 17.
  • 18.
  • 19. B = = = = B Actual system Actual system Actual system Equivalent system Equivalent system Equivalent system