What is the importance of Evaluating the effectiveness of vehicle emissions testing and regulation in the United
states of America?
In: Civil Engineering
A water has a temperature of 10o C and pH = 8. What should be the C.t value for 3-log Giardia removal using (a) chlorine, (b) chloramine. Assume a chlorine residual of 1.0 mg/L is required. If the chlorine dosage required to achieve this residual is 1.6 mg/L, what is the chlorine requirement in lbs/d for a 2 mgd water plant.
In: Civil Engineering
In: Civil Engineering
Select the lightest W14 section to carry an axial compression of P = 100 kips dead load, and 140 kips live load; along with a strong axis bending moment of 125 kip-ft dead load and 325 kip-ft live load. Assume the moment acts along the entire 15 foot length of the member, and the ends are pin-pin connections.
In: Civil Engineering
In: Civil Engineering
In: Civil Engineering
Design a welded compression member composed of double standard channels, placed face to face, using A36 steel. Length of the member is 7.5m and the maximum compressive factor force is 3R KN. Distance between centroid of the channels is to be 300mm. Design the section, end plates and the lacing system K=1.0
TAKE R =2071
In: Civil Engineering
In: Civil Engineering
Compute and tabulate full-station elevations for an unequal-tangent vertical curve to fit the requirements in Problems 2 through 5.
2. A +3.50% grade meets a −2.25% grade at station 60+00 and elevation 1310.00 ft. Length of first curve 600 ft, second curve 400 ft.
In: Civil Engineering
Compute and tabulate full-station elevations for an unequal-tangent vertical curve to fit the requirements in Problems 2 through 5.
4. Grades g1 of +5.00% and g2 of -2.00%, meet at the VPI at station 4+300 and elevation 154.960 m. Lengths of curves are 200 and 350 m. (Use 40-m stationing)
In: Civil Engineering
In: Civil Engineering
Solid sections are more effective than hollow sections against buckling. Select one:
a.True
b.False
In: Civil Engineering
1.) Vehicles arrive at an entrance to a recreational
park. There is a single gate (at which
all vehicles must stop), where a park attendant distributes a free
brochure. The park
opens at 08:00 am, at which time vehicles begin to arrive at a rate
of 480 veh/hr. after
20 minutes the arrival flow rate declines at 120 veh/hr, and it
continues at that level
for the remainder of the day. If the time required to distribute
the brochure is 15
seconds and assuming D/D/1 queue,
a. Determine the maximum length of queue that occurred.
b. How long did it take to dissipate the queue?
c. What is the average delay per vehicle?
Show all necessary solutions and diagram
2.) Consider the entrance to the recreational park
described in the previous question.
However, assuming that the average arrival rate is 180 veh/hr and
Poisson-distributed
(negative exponential times between arrivals) over the entire
period from park opening
time, 08:00 am until closing at dusk. Compute
a. The average length of queue
b. Average waiting time in the queue
c. Average time spent in the system
PLEASE ANSWER ALL QUESTION
In: Civil Engineering
In: Civil Engineering
What considerations should affect an interior designer’s specification of a radiantly heated floor, ceiling, or wall?
In: Civil Engineering