Solution manual for transportation engineering and planning 3 e 3rd edition c s papacostas p d preve

Page 1

Solution Manual for Transportation

Engineering and Planning, 3/E 3rd Edition C.S. Papacostas, P.D. Prevedouros

Full download chapter at: https://testbankbell.com/product/solution-manualfor-transportation-engineering-and-planning-3-e-3rd-edition-c-s-papacostas-pd-prevedouros/

+

- 15) + 659.8

When t = 20 s, v(20) = 60.1 ft/s and x(20) = 1027.0 ft. Answer

The relationship between speed and time is plotted below.

dx K
2 2/1 '=12
ft. Interval
s. @ yg?2 e? @e a=t ft/s'.
v = j +
ft/s. dt = V
t
ft.
Interval 5Kt
15s
0K(t-5)
10 dv 2 dis a =5 ft/s' and v = 5(t - 5) + 30.1 ft/s. $-v. Terefore,
s 4=;2-
3o.&
5)
re.
t
Interval
v a=8 t
15)
2
--g4;
dxt = v.
6
CHAPTER
mi/h = 17.6 ft/s and x = 0.0
0Kt < 5
By integration,
17.6
and x=z 3 + 17.6
+0.0
When t = 5 s, v(5) = 30.1 ft/s and x(5) = 108.8 ft.
<
or
<
-
,
-
+ 108.8
When
= 15s, v(15) = 80.1 ft/s and x(15) = 659.8 ft.
15<tK 20 s or 0< (t - 15) < 5
-
ft/s
and
2 12' ,so.1 tels.
Consequently, x = 8(t-15? 5
80.l(t
ft.
v (ft/s) 80 60 30 Solution Manual for Transportation Engineering and Planning, 3/E 3rd Edition C.S. Papacostas, Visit TestBankBell.com to get complete for all chapters

Note that the shape of the v-t curve can be inferred directly from the shape of the a-t diagram. At t = 0, the slope of the v-t diagram is zero since a= O. The slope increases in a linear fashion until t = 5 s. Between t = 5 sand t = 15 s, the slope remains constant At t = 15 s, it abruptly changes to zero, and then it decreases linearly.

0 5 15 20 t (s)

From Also the above diagram tan a = 0.02 and a = 1.15°. P, =x cos a = x. ?? 0 ?«?

Eq. 2.2.6 gives X = (2)(8) and E. 2.2.13 yields P, = x =--02g(f + 0.02)

Therefore 16 = 2g(f + 0.02) = 64.4 (f + 0.02).

Solving for the coefficient of friction, f = 0.23. This value suggests a wet pavement.

2/3

Assuming the case of constant acceleration,

v= at + % and [Es. 2.2.4 & 2.2.6]

The movement from the ground floor to the restaurant level involved:

Total distance= 140 ft.

Ti.me to reach cruising velocity when a= 5 ft/s' 2 = 20 =4 s.

Time to stop from cruising velocity when d = 4 ft/s' 2 = 20 =5s

Acceleration distance = 20/[2(5)] = 40 ft.

Deceleration distance = 20/[2(4)] = 50 ft.

Cruising distance= 140 - 40 - 50 = 50 ft.

Cruising time at maximum cruising speed= 50/20 = 2.5s.

During the movement from the restaurant level to the observation deck the elevator did not reach cruising velocity. The total distance of 20 ft consisted of accelerating (x_) and decelerating (x,) distances, i.e., x,=20 ft.

z z 2/2 1 00
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