PHYSICS PRACTICAL:
1)
S/N: 1 , 2 , 3 , 4 , 5 , 6
V(cm): 10.00 , 15.00 , 20.00 , 25.00 , 30.00 , 35.00
U(cm): 47.00 , 48.00 , 50.00 , 51.50 , 53.00 , 54.00
1a) Slope = Change in Y/Change in X
= Y2 - Y1 / X2 - X1
= 51.50 - 50.00/25.00 - 20.00
= 1.50/5.00
= 0.30
Ki = (1 - 2S / S)100
= (1 - 2 x 0.30 / 0.3)100
= 1.33
K2 = 2C/S - 160
= 2x44.50/0.3 - 160
= 136.67
1x)
* I ensure that I avoides paralax error when taking from the meter rule
* I ensure that I avoided drought to prevent sw?ngling of the mass
1bi)
The condition under which rigid body remains in equilibrum when acted upon the three non parallel coplanner forces are
I) The force must be corrected ie they must meet at point
II) The resultant force must be equal to Zero
III) The force
can be represented in magnitude and direction by sides of a triangular.
1(a)
Precautions
i I avoided drought to prevent swinging of the mass Q
ii I avoided parallax error in reading the metre rule
iii I avoided that the mass did not rest on the table
(1)
b(i) Moment of a force about a point is the product of the force sF
and the perpendicular distance from the point to the line of force.
Example opening of door, turning of tap,riding of bicycle.
1
b(ii) (a) The principle of moment states that if a body is in
equilibrium the the sum of the clockwise turning moments acting upon it
about any point equals the sum of the anticlockwise turning moment about
the same point.
(b) The term equilibrium meabs that when a
body acted on by several forces and it does not accelerate or rotate, it
is said to be at equilibrium.
2bi)Heat Capacity: is the amount of heat required to change its temperature by one degree, and has units of energy per
degree.
(3a)
TABULATE
S/N|E(v)|V(v)|I(A)|V^-1(v^-1)|I^-1(A^-1)
1 |1.50|0.80|0.40| 1.250 |2.500
2 |3.00|1.40|0.70| 0.714 |1.429
3 |4.50|2.00|1.00| 0.500 |1.000
4 |6.00|2.50|1.20| 0.400 |0.833
5 |7.50|3.20|1.50| 0.313 |0.667
Precautions:
-I tightened all the wires tightly together
-I ensured clean terminals
-I avoided zero error on the ammeter used
(3bi)
-By using electric cells
-By using electrostatic method
(3bii)
For parallel connection=1/R=1/R+1/R
2Rt=R
Rt=R/2ohm
Total=(R/2)+2
4=(R/2)+2
4=(R+4)/2
8=R+4
8-4=R
R=4ohm
1i)
Centre of gravity =50.5
TABULATE
S/N-A(cm)-B(cm)
1-10.0-51.90
2-15.0-53.50
3-20.0-53.80
4-25.0-54.90
5-30.0-55.80
1xii)
-I avoided the effect of draught during the experiment
-I avoided error due to parallax on the metre rule
-I balanced the metre rule horizontally on the knife edge before taking my readings
1bi)
Moment
of a force about a point is the product of the force and its
perpendicular distance from the point to the line of action of the
force. i.e moment=force*time and its unit is Nm
1bii)
-Sum of forces acting in one direction must equal to the forces acting in another direction.
-The algebric sum of moment acting about a point must be equal to zero
GOOD LUCK






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