0.404 (3sf) [1]
38.9 degrees (3sf) [1, follow through]
0.808 (3sf) [1, follow through]
Work = Force Distance = 250J. [1]
Work = Energy imparted to arrow = Kinetic energy of arrow = 0.5 m vv = 250J. [1]
v = 50m/s.
gt = v where t is the time for maximum height. [1]
t = 5.10 (3sf) s.
height = 0.5 g tt. [1]
height = 255 (3sf) m. [2, 1 follow through]
Angle of rope to horizontal = 45 degrees.
Force required at point where rope is attached to drawbridge = (2.5m / 5m) 500kg g = 250kg g [2]
Tension sin(45) = 250kg g [1]
Tension = 3460 (3sf) N. [2]
Tension = 500kg g cos(d)/sin(45-d/2)
More. [2]
At the bottom, the reeve's horizontal velocity (u) can be calculated. The time, t, of his jump is found from g(t/2) = 1 m/s [1].
t = 0.204s (3sf).
t u = 3m.
u = 14.7m/s. [1]
u / cos( angle ) = v, where v is the velocity of the reeve at the bottom of the hill.
The acceleration of the reeve down the hill is g sin(angle), so v = g sin(angle) t. [1]
u = g t sin(angle) cos(angle)
u = g t .5 sin( 2 angle )
angle = 1.43 degrees (3sf). [2]
Energy is conserved, so 0.5 m vv = m g h.
h = 11.0m (3sf). [2]
1000N 0.2s = 200Ns
200Ns / 100kg = 2 m/s = v. [1]
v = at = gt.
t = 0.204s (3sf).
0.5g tt = length of drop.
length of drop = 0.204m (3sf). [total 2, 1 follow through].
Friar Tuck as particle (implying, no air resistance, etc). Constant gravitational acceleration.
The centre of mass of the triangle is one third of the way along this line. [1]
Centre of mass of arrowhead is 1.29cm (3sf) from base of shaft. [1 follow through]
Centre of mass of shaft is half way down it. [1]
Centre of mass of system is along the line of the shaft.
d = ((40cm / 2) + 1.29cm) m)/(2 m) where d is the distance of the centre of mass from the centre of the shaft.
10.6cm (3sf). [total 2, 1 follow through]
Let p = q + t.
t = (75m/s cos(45) - 50m/s cos(60))q / (50m/s cos(60)).
t = 1.12q (3sf).
50m/s sin(60) 2.12q - .5 g 4.5qq = 75m/s sin(45) q - .5 g qq.
38.8 q = 26.95 qq.
q = 0 or 1.44s (3sf)
t is 1.61s.
More.
m a = F - m g sin(30). [2]
F = m a + m g sin(30).
m = (300kg - 175.5 kg).
Fv = P. [1]
P = 735W (3sf).
European (see data given at top of paper). [2]
arcsin( (P - m a v) / (m g v) ) = angle.
arcsin( (P - 124.5W) / (1220.1W) ) = angle. [2]
m = 148N / (a + 9.8m/s/s).
0.5 a tt = 10m. [1]
t = sqrt( 20m / a )
m / t = 148N sqrt(a) / ((a + 9.8m/s/s) sqrt( 20m ))
Let r = m / t.
dr/da = k ( (a + 9.8m/s/s) .5 1/sqrt(a) - sqrt(a) ) / ( aa + 19.6a + 96.04 )
dr/da = 0 when a = 9.8m/ss. This is a maximum.
a = 9.8m/ss [4], m = 7.55kg [1] (3sf). Assumptions: constant acceleration, no air resistance, no vibration of bucket at end of rope.