Physics of Tension and Forces on Inclined Planes

Problem Setup

  • Mass: 10 kg supported by two strings
  • Angles: 32° and 82° with the vertical.
  • Net Force: 0

Force Equations

  • Horizontal Component (Efx):

    • T<em>1extcos(32)+T</em>2extcos(82)mg=0T<em>1 ext{ cos}(32) + T</em>2 ext{ cos}(82) - mg = 0
  • Vertical Component (Efy):

    • T<em>1extsin(32)+T</em>2extsin(82)mg=0T<em>1 ext{ sin}(32) + T</em>2 ext{ sin}(82) - mg = 0

Tension Relations

  • Derived Relation:
    • T<em>1=kT</em>2T<em>1 = k T</em>2 (where kk is some constant factor, e.g., k=0.7813k=0.7813)

Resulting Tensions

  • Tensions computed regarding mgmg:

    • For vertical equilibrium: where mg=98mg = 98 N,
    • T<em>1extcos(52)+T</em>2extcos(38)=98T<em>1 ext{ cos}(52) + T</em>2 ext{ cos}(38) = 98
  • Solving leads to:

    • T2=77.1574extNT_2 = 77.1574 ext{ N}
    • T1=0.7813imes77.2T_1 = 0.7813 imes 77.2

Second Problem Setup

  • Box Mass: 160g on an incline (20° above horizontal)
  • Constant Velocity implies net force = 0.

Additional Forces

  • Man pushes parallel to incline.
  • Force Applied is calculated as:
    • F=mgextsin(20)F = mg ext{ sin}(20) (ignoring friction).