(1a)
PLS DRAW A TABLE:
i|Mi(cm)|Mi(g)|Li(cm)(Raw)|Li(cm)(Real)|e=li-lo:
1|4.75 |47.50 |2.60|5.20 |1.40|
2|6.13 |61.30 |3.15|6.30 |2.50|
3|8.53 |85.80 |3.72|7.40 |3.60|
4|10.43|104.30|4.30|8.60 |4.80|
5|12.28|122.80|4.85|9.70 |5.90|
6|14.20|142.00|5.40|10.80|7.00|
Slope= De(cm)/DM(g) = e2-e1/M2-M1
1 aii )
State Ohms Law .
Ohm ' s law states that the current through a
conductor between two points is directly
proportional to the potential difference across
the two points.
( 1 aix )
- i avoided error due to parallax
- i ensure that the mass is gently dropped into
the liquid
( 1 aviii )
Slope = ( 250 . 0 -150 . 0 ) / ( 647 . 10 -323 . 55 )
= 100 . 0 / 323 . 55
= 0 . 309
1 b) archimedes principle states that when a
body is immersed completely or partially in a
liquid ( water ) it experience an upthrust which
is equal to the weight of d liquid displaced by
it
.
( 1 bi)
mass of 7 . 5 cm^ ( 3 )
14 . 2 g
.
( 1 bii )
vol of the wood = 2 . 0 *10 ^ -5 m ³
mass = 5 . 0 * 10 ^ - ³
g = 10 . 0 ms ^ - ²
Density of water = 1 . 0 * 10³ kgm ^ -³
Vol of object = mass / density
Density = mass / volume
Density of the object = mass of the object /
volume
5 . 0 *10 ^ -³ / 2 . 0 * 10 ^ - 5
= 2 . 5 *10² kgm ³
Upthrust = vol of object density of liquid g
2 . 0 *10 ^ -5 * 1 . 5 * 10² * 10
= 0 . 3 N
============
3 )
TABULATE READINGS
R ( N ) - | 2 . 00 | | 4 . 00 | | 6 . 00 | | 8 . 00 | | 10 .
00 |
1 ( A ) - | 2 . 85 | | 2 . 21 | | 2 . 00 | | 1 . 75 | | 1 .
65 |
R ^ - 1 - | 1 . 05 | | 0 . 25 | | 0 . 17 | | 0 . 13 | | 0 .
10 |
( 3 a ) PRECAUTIONS
i ) i ensured clean terminals
ii ) i avioved zero error on the ammeter used
iii ) i ensured tight connection of all wires
3 b )
ohm ' s law states that the current flowing
through a metallic conductor is proportional
to
its portential difference provided that
physical
condition is constant i . e V x I
.
( 3 bii )
E & L
E = kL
E / L = k
E 1 / L 1 = E 2 / L 2
l 2 = E 2 L 1 / E 1 = ( 1 . 5 *1 ) / 2 . 5
L 2 = 0 . 6 cm
the new balance point when 1 . 5 v cell is
connected across it is 0 . 6 cm
.
3 c )
slope ( s ) = DR ^ - 1 / DI = 0 . 25 -0 . 10 / 2 . 21 - 1 . 65
= 0 . 15 / 0 . 56
slope ( s )= 0 . 27
intercept c = - 0 . 35
evaluation
1 / 5 = 1 / 0 . 27 = 3 . 70
evalution
1 / C = 1 / -0 . 35
= - 2 . 86
>
==============COMPLETED===========
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