STATICS

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1
Belt Friction
$T_{tight}=\ T_{loose}\;e^{\mu\beta_{(rads)}}$
2
General Force System

Finding Resultant
MODE-2 (CMPLX)

Put all the Forces in a CERTAIN origin.

The MOMENT is EXCLUDED when
finding the RESULTANT
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General Force System

Location of Resultant
$Shortest\ Distance\ \left(d_\bot\right)$
perpendicular distance
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General Force System

y-intercept of Resultant
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General Force System

x-intercept of Resultant
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UDL-LENGTH OF CABLE
$\int_{0}^{x_{lft\ or\ ryt}}{\sqrt{1+\left(\frac{wx}{T_0}\right)^2}dx}$
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CATENARY- LENGTH of CABLE
$s\ =c\ sinh\ \left(\frac{x}{c}\right)$
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CATENARY
EQUATION of CATENARY CABLE

*vertical distance from
"c-datum" towards the cable*
$y\ =c\ cosh\ \left(\frac{x}{c}\right)$
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CATENARY

TENSION FORCE
ALONG
CATENARY CABLE
$T=wy$
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CATENARY
Relationship between

y,s, and c
$y^2=\ s^2+c^2$
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CENTROIDAL PRINCIPAL
MOMENTS OF INERTIA
$I_{max\ }\;\;\;\&\;\;\; I_{min\ }=\ \frac{{\bar{I}}_x\ +\ {\bar{I}}_y}{2}\ \pm\sqrt{\left(\frac{{\bar{I}}_x\ -\ {\bar{I}}_y}{2}\right)^2+\left({\bar{I}}_{xy}\right)^2}$
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PRINCIPAL DIRECTIONS
$tan\ \left(2\theta\right)=\frac{-2{\bar{\ I}}_{xy}}{{\bar{I}}_x\ -\ {\bar{I}}_y}$
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CONCEPT

FRICTION
$tan\ \phi\ =\ \mu $
$ f_{\ s/k}\ =\ N\left(\mu_{s/k}\right)\ $
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CONCEPT

COMPARISON of FRICTION

static and kinetic
Static Friction
is always LARGER than
Kinetic Friction
$\mu_s>\ \mu_k$
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CONCEPT

STATIC MOTION

static friction
The FRICTION FORCE ONLY RESIST the APPLIED FORCE
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CONCEPT

IMPENDING MOTION

static friction
the APPLIED FORCE REACHES the
MAXIMUM STATIC FRICTIONAL FORCE
that will result to IMPENDING MOTION
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CONCEPT

KINETIC MOTION

kinetic friction
the FRICTIONAL FORCE only PROVIDES KINETIC FRICTION,
because it is now DYNAMIC (moving).
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CONCEPT

NORMAL FORCE
ALL the DOWNWARD FORCE is
RESISTED by the NORMAL FORCE
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