Data shown is obtained from a double rodded line of levels of a certain cross-section of the proposedBacolod -Silay Road.STATIONB.S.F.S.ELEV. (m)BM19.08150BM19.08TP1-L12.243.73TP1-H10.101.60ТР2-L11.042.21ТР2-Н9.921.08ТР3-L1.759.84ТР3-Н0.558.62BM211.27BM211.27A. Complete the level notesB. Find elev of BM2.C. Find the difference in elevation BM1 and BM2.D. Find the difference in elevation between BM1 and TP2.

Height of instrument (HI) = RL + BS. Where RL = Reduced Level or Elevation. And BS = Back Sight.…

Data shown is obtained from a double rodded line of levels of a certain cross of the pr Bacolod -Silay Road. STATION B.S. F.S. ELEV. (m) BM1 9.08 150 BM1 9.08 TP1-L 12.24 3.73 TP1-H 10.10 1.60 TP2-L 11.04 2.21 TP2-H 9.92 1.08 TP3-L 1.75 9.84 ТР3-Н 0.55 8.62 BM2 11.27 BM2 11.27 A. Complete the level notes B. Find elev of BM2. C. Find the difference in elevation BM1 and BM2. D. Find the difference in elevation between BM1 and TP2.

Data shown is obtained from a double rodded line of levels of a certain cross of the pr Bacolod -Silay Road. STATION B.S. F.S. ELEV. (m) BM1 9.08 150 BM1 9.08 TP1-L 12.24 3.73 TP1-H 10.10 1.60 TP2-L 11.04 2.21 TP2-H 9.92 1.08 TP3-L 1.75 9.84 ТР3-Н 0.55 8.62 BM2 11.27 BM2 11.27 A. Complete the level notes B. Find elev of BM2. C. Find the difference in elevation BM1 and BM2. D. Find the difference in elevation between BM1 and TP2.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

DATA COLLECTION AND REDUCTION METHODOLOGIES 60° angle from a perpendicular line from the observe location to the entry boundary-If one of the observed travel times to traverse the trap is 8.3 seconds, at wha speed is the vehicle traveling? 4. Briefly desrrit now wuing L..- -. .vul stuu, speed study was conducted using manual observa- tion with stopwatches. The trap length was marked for 400 feet. The observer lined up with the entry boundary line, 60 feet away from the vehicles being observed. When viewing the exit boundary, the sight line was at a 3. of nermanent detectors avail- d...
2 Coordination of traffic signals is needed when intersections are closely spaced. 3 Always true Sometimes true False In the design of traffic signals, we may put the least priority to pedestrians especially when traffic volume is high ( True Sometimes False
answer question b
Solve the Problem. Thank you
calculate the space mean
If you know the distance between the road centerline (source of traffic noise) and receiver was 10m after scattered trees and Hight of receiver was 2m, Then the distance ......adjustment factor equal to ............ 21.46 m O 0.214 m O 2.461 m 2.146 m O 2.641 m O
The velocities of commuter trains A and B are as shown. Knowing that the speed of each train is constant, and that B reaches the crossing 8 minutes after A passed through the same crossing, answer the following question. (a) The distance between the fronts of the engines 3 minutes after train A passed through the crossing. (b) The location of train A 3 minutes after it passed the crossing.
Car B is traveling a distance d ahead of car A. Both cars are traveling at 60 ft/s when the driver of B suddenly applies the brakes, causing his car to decelerate at 12 ft/s?. It takes the driver of car A 0.75 s to react (this is the normal reaction time for drivers). When he applies his brakes, he decelerates at 15 ft/s?. Determine the minimum distance d between the cars so as to avoid a collision. -d -
Third class Traffic Eny. CE 338 Jan. 10.202 H. W. #) 1- The minimwm allowable radius af horizontal circulur Curves of highways v? 127 (f+e) equrtion. is Durive the distunce Can be estimatked braking wsing ( brmking hit. = Devive the gurtin. 2- The
Compute the minimum passing sight distance forthe following data. Speed of passing car – 90kph Speed of overtaken vehicle – 80 kph Time of initial maneuver – 4 sec Ave. acceleration – 2.4 kph/sec2 Time passing vehicle occupies left lane – 9 sec Distance between passing vehicle at the end of its maneuver and opposing vehicle – 80 m
Closed traverse proceeds in a counterclockwise direction and the angle to the right at each station were measured and recorded as follows: A, 160 deg 19 min; B, 49 deg 26 min; C, 115 deg 18 min; D, 127 deg 32 min; and E, 88 deg 15 min. What is the error of closure? a. 50 min O b. 10 min O c. 40 min O d. 20 min
PROBLEM NO. 1 A ball is launched eastward from the ground at 30kph at 45 degrees angle from the ground. A shooter will shoot the ball at the peak of its trajectory. The shooter is 50m away from the plane of the ball's trajectory. The launch point of the ball is 20m west from the plane of trajectory's nearest point to the shooter. The gun's muzzle is 1.2m from the ground and the exit velocity of the bullet is 2736kph. Determine the angle the gun should be shot and the time after the ball's launch should the gun's trigger be pulled. Neglect trigger to bullet exit time and air friction.