3C Drawa complete and orrect fre-body dingram of each of the bodies designated in the statamamta. The weighte of the budliee are signifeunt only if the ma tated. All fres, known and unknown, ahmld he labeled. Nute. The we of wme renetion eomponents cannot always be determined without numerical ealeulation. 1. Unifirm horintal har of mas 5 Enilorm grred wheel of mam prted hy a gh urtae and by aetin of hariaintal cable. supgurted hy rgh inelined surfaee 2 Wheel of ma mon verge ofeing relled over curt by pull P. 4 Bar, initially horinntal but deflerted under lead L. Pinned ta rigkd pport at ch nd a Landed tru upported hy pin juint at A and by cable a 7. Unilem heavy plate uf mu upperted in vertical plane by calde Cand hinge A 4 Uilarm har of mam nd raller of m, taken tagvther. Subjected te uple M and pported a shewn Roler is free te tura . Katire fra palleya, and eontating cable to he ilated as a single unit. Figure 3/C

Elements Of Electromagnetics
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60 l all
a O
۱۲:۰۱ ص
EQUILIBRUIM2&3D.pdf
->
Figure 3/8
Page6
lebeled. (Nute: The ane of some resetion components
3/C Draw a complete and correct free-body diagram of
each of the bodies designated in the stalements. The
wejuhts of the budies are significunt only if the mase
is stated. All forces, known and unknown, should be
cannot alwnys be determined without numerical
caleulation
1. Uniform horisntal har of mais
suspended by vertical cable a A and
supported by rongh inelined surfce
as .
5 Uniform groved wheel of mam w
supported hy a rough surface and by
action of horizontal cable,
2 Wheel of masm on verge of being
rolled uver curb by pull P.
6 Bar, initially horinontal but deflerted
under lead L. Pinned to riskd support
at ach end.
a landed tru aupported by pin joint at
A and by cable at 8.
7 Unifaem heawy plate of musa
supported in vertical plane by cabà
Cand hinge A
4. Unifurm har of mas w and ruller of
me m, taken togother. Subjected to
couple M and supported as sheum
Roller is free te turn
8. Estire frame, palleya, and eontaeting
cuble to he jlated as a single unit.
Figure 3/C
Page7
EQUILIBRIUM CONDITIONS
In Art. 3/1 we defined equilibrium as the condition in which the
resultant of all forces and moments acting on a body is zero. Stated in
another way, a body is in equilibrium if all forces and moments applied
to it are in balance. These requirements are contained in the vector
equations of equilibrium, Eqs. 3/1, which in two dimensions may be
Transcribed Image Text:60 l all a O ۱۲:۰۱ ص EQUILIBRUIM2&3D.pdf -> Figure 3/8 Page6 lebeled. (Nute: The ane of some resetion components 3/C Draw a complete and correct free-body diagram of each of the bodies designated in the stalements. The wejuhts of the budies are significunt only if the mase is stated. All forces, known and unknown, should be cannot alwnys be determined without numerical caleulation 1. Uniform horisntal har of mais suspended by vertical cable a A and supported by rongh inelined surfce as . 5 Uniform groved wheel of mam w supported hy a rough surface and by action of horizontal cable, 2 Wheel of masm on verge of being rolled uver curb by pull P. 6 Bar, initially horinontal but deflerted under lead L. Pinned to riskd support at ach end. a landed tru aupported by pin joint at A and by cable at 8. 7 Unifaem heawy plate of musa supported in vertical plane by cabà Cand hinge A 4. Unifurm har of mas w and ruller of me m, taken togother. Subjected to couple M and supported as sheum Roller is free te turn 8. Estire frame, palleya, and eontaeting cuble to he jlated as a single unit. Figure 3/C Page7 EQUILIBRIUM CONDITIONS In Art. 3/1 we defined equilibrium as the condition in which the resultant of all forces and moments acting on a body is zero. Stated in another way, a body is in equilibrium if all forces and moments applied to it are in balance. These requirements are contained in the vector equations of equilibrium, Eqs. 3/1, which in two dimensions may be
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