3.4 x 10-5m3
4.3 x 10-5m3
3.4 x 10-5m3
3.4 x 10-3m3
3.4 x 10-2m3
Correct answer is C
V = \(\frac{m}{p}= \frac{170}{8.5 x 10^{-3}}\) = 0.02
= \(\Delta\)\(\frac{\delta V}{V \delta T}\)
\(\delta V\) = \(\Delta\) x V x \(\delta\)T
= 5.7 x 10-5 x 0,02 x 30
= 0 3.42 x 10-5
20.0kgm-1
5.0kgm-1
1.3kgm-1
0.0kgm-1
10.0kgm-1
Correct answer is A
No explanation has been provided for this answer.
5.0s
8.7s
10.0s
17.3s
20.0s
Correct answer is B
t = \(\frac{T}{2} = \frac{1}{2} = \frac{2u \sin \theta}{g} = \frac{100 \times \sin 60}{10}\)
10 sin60 = 10 x 0.8660
= 8.7
1.43
1.33
1.00
0.83
0.75
Correct answer is B
from the first statement, mg = \(\frac{2}{3}Vp_wg\) ........................1
from second statement, mg = \(\frac{1}{2}Vp_lg \)...................2
equating equations 1 and 2 we have that
\(\frac{2}{3}Vp_wg\) = \(\frac{1}{2}Vp_lg\)
\(\frac{4}{3} = \frac{p_l}{p_w}\)
= 1.33
the moment
the resultant of several forces acting on a body in equilibrium
two equal and oposite forces whose lines of action do not coincide
two coplaner forces at right angles to each other
the equilibrant of two concurrent forces
Correct answer is A
No explanation has been provided for this answer.