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

2General Force System
Finding Resultant
MODE-2 (CMPLX)Put all the Forces in a CERTAIN origin.
The
MOMENT is
EXCLUDED when
finding the
RESULTANT
3General Force System
Location of Resultant
$Shortest\ Distance\ \left(d_\bot\right)$
perpendicular distance
4General Force System
y-intercept of Resultant
5General Force System
x-intercept of Resultant
6UDL-LENGTH OF CABLE
$\int_{0}^{x_{lft\ or\ ryt}}{\sqrt{1+\left(\frac{wx}{T_0}\right)^2}dx}$
7CATENARY- LENGTH of CABLE
$s\ =c\ sinh\ \left(\frac{x}{c}\right)$

8CATENARY
EQUATION of CATENARY CABLE
*vertical distance from
"c-datum" towards the cable*
$y\ =c\ cosh\ \left(\frac{x}{c}\right)$

9CATENARY
TENSION FORCE
ALONG
CATENARY CABLE
$T=wy$

10CATENARY
Relationship between
y,s, and c
$y^2=\ s^2+c^2$

11CENTROIDAL PRINCIPAL
MOMENTS OF INERTIA
$I_{max\ }\;\;\;\&\;\;\; I_{min\ }=\ \frac{{\bar{I}}_x\ +\ {\bar{I}}_y}{2}\ \pm\sqrt{\left(\frac{{\bar{I}}_x\ -\ {\bar{I}}_y}{2}\right)^2+\left({\bar{I}}_{xy}\right)^2}$
12PRINCIPAL DIRECTIONS
$tan\ \left(2\theta\right)=\frac{-2{\bar{\ I}}_{xy}}{{\bar{I}}_x\ -\ {\bar{I}}_y}$
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20CONCEPT
FRICTION
$tan\ \phi\ =\ \mu $
$ f_{\ s/k}\ =\ N\left(\mu_{s/k}\right)\ $

21CONCEPT
COMPARISON of FRICTION
static and kinetic
Static Friction
is always LARGER than
Kinetic Friction
$\mu_s>\ \mu_k$
22CONCEPT
STATIC MOTION
static friction
The
FRICTION FORCE ONLY RESIST the
APPLIED FORCE
23CONCEPT
IMPENDING MOTION
static friction
the
APPLIED FORCE REACHES the
MAXIMUM STATIC FRICTIONAL FORCE that will result to
IMPENDING MOTION
24CONCEPT
KINETIC MOTION
kinetic friction
the
FRICTIONAL FORCE only
PROVIDES KINETIC FRICTION,
because it is now
DYNAMIC (moving).

25CONCEPT
NORMAL FORCE
ALL the
DOWNWARD FORCE is
RESISTED by the
NORMAL FORCE
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