Calculate straight line equation for following Transportation data Road Length, X (km) Number of Vehicles (Y) 44 1980 90 8280 94 9118 78 6396 45 2250 41 1927 97 10088 97 10185 43 2236 69 5451 86 8342 57 3933 44 2508 64 4992 35 1750 73 6497 42 2478 100 11800 53 3816 49 3381 99 1188O 64 5504 36 2124 82 8692 55 4400 89 10235 43 3010 61 5429 34 2142 39 2691 60 5460 98 12740 40 2920 39 2847 93 11904 84 10080 81 9558 100 13800 70 7630 54 5076 57 5586 65 6955 48 4368 80 9920 59 6136 73 8687 77 9548 75 9225 41 3690 54 5616 37 3256 68 B160 65 7670 39 3627 99 15246 68 8432 68 8500 92 13800 40 3960 41 4141 32 2976 65 8255 60 7180 47 5217 42 4494 93 14787 63 H190 62 8060 63 8316 86 13416 74 10730 77 11473 76 11324 47 5687 42 4914 94 15980 97 16878 83 13363 36 4140 45 5625 57 7866 99 17919 32 3680 68 10336 95 17100 69 10695 78 12870 84 14448 71 11360 80 13600 77 12936 46 6348 71 11644 11247 82 14514 71 11857 34 4454 44 6248 100 19900 87 16269 46 6762 66 11088 93 18228 53 8321 87 16704 on 90 17640 41 6068 39 5733 32 4512 66 11616 77 14476 44 G864 30 4290 31 4495 96 20256

Calculate straight line equation for following Transportation data Road Length, X (km) Number of Vehicles (Y) 44 1980 90 8280 94 9118 78 6396 45 2250 41 1927 97 10088 97 10185 43 2236 69 5451 86 8342 57 3933 44 2508 64 4992 35 1750 73 6497 42 2478 100 11800 53 3816 49 3381 99 1188O 64 5504 36 2124 82 8692 55 4400 89 10235 43 3010 61 5429 34 2142 39 2691 60 5460 98 12740 40 2920 39 2847 93 11904 84 10080 81 9558 100 13800 70 7630 54 5076 57 5586 65 6955 48 4368 80 9920 59 6136 73 8687 77 9548 75 9225 41 3690 54 5616 37 3256 68 B160 65 7670 39 3627 99 15246 68 8432 68 8500 92 13800 40 3960 41 4141 32 2976 65 8255 60 7180 47 5217 42 4494 93 14787 63 H190 62 8060 63 8316 86 13416 74 10730 77 11473 76 11324 47 5687 42 4914 94 15980 97 16878 83 13363 36 4140 45 5625 57 7866 99 17919 32 3680 68 10336 95 17100 69 10695 78 12870 84 14448 71 11360 80 13600 77 12936 46 6348 71 11644 11247 82 14514 71 11857 34 4454 44 6248 100 19900 87 16269 46 6762 66 11088 93 18228 53 8321 87 16704 on 90 17640 41 6068 39 5733 32 4512 66 11616 77 14476 44 G864 30 4290 31 4495 96 20256

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

Evaluate the following expression(Express using 3 significant figures): (354mg*45km/s)/0.0356kN
Consider the following plot of cumulative arriving and departing vehicles at a freeway bottleneck location: Vehicles 20,000 15,000 10,000 5,000 0 0 30 60 90 120 150 180 210 240 270 300 330 360 Time (mins) Arrivals (vehs) Departures (vehs) From this plot, determine the following: A. What is the capacity of the bottleneck location? 9000 whole number, i.e. X000.) B. What is the maximum size of the queue that develops? 3250 whole number, i.e. X000.) C. What is the longest wait time that any vehicle experiences during the breakdown? to the nearest whole number, i.e. XX.) (Hint: Provide the answer as a numerical number only in units of vehicles per hour and rounded to the nearest thousand (Hint: Provide the answer as a numerical number only in units of vehicles and rounded to the nearest thousand (Hint: Provide the answer as a numerical number only in units of minutes and rounded
Match the following to True/False. A. GPS devices are an example of mobile traffic sensors For the time-space diagram of a single-lane one-way road, the vehicle trajectories do not intersect with each other unless there is a crash. Pneumatic tubes detect vehicle presence by sending an electric signal to a roadside device. B. Space mean speed may be greater than time mean speed in certain situations. A. True B. False
kindly answer immediately, thankyou so much, in the surveyig subject -Problem ABCDE6. A student counted 50, 52, 53, 51, 53, and 51 paces in walking along a 45-m course laid out on a concrete pavement. The student took 768, 771, 770, 769, and 770 paces in walking an unknown distance AB. What is the the average pace is 51.67 now, On Problem ABCDE6. The student took 768, 771, 770, 769, and 770 paces in walking an unknown distance AB. His pace factor should be equal to choices: a. 0.871, b. 0.860, c. 0.875, d. none of the above -On Problem ABCDE6. The length of AB based on pace factor of the student is equal to choices: a. 670.32, b. 670.34, c. 670.33, c. none of the above
From the following data of a freeway surveillance, there are 7 vehicles counted for a length of 300 meters and the following positions are observed on the two photographs taken 2 seconds apart, the distance "S" that each vehicle travel is the difference in position 1 and 2. Compute the flow of traffic in vehicles per hour. Position 1 Position 2 S (m) Vehicle 1 268.3 292.70 24.4 2 215.4 234.20 18.8 3 175.0 199.70 24.7 4 143.20 170.10 26.9 5 95.20 118.10 22.9 6 63.40 86.50 23.1 23.60 42.50 18.9 7
The results of a speed study is given in the form of a frequency distribution table. Find the time mean speed and space mean speed. Speed range, kph Frequency 20-50 10 60-90 40 100-130 140-170 70 150-180 55 43
Q4 / The data from moving observer methods as shown in the table. Column 1 gives the sample number, column 2 gives the number of vehicles moving against the stream, column 3 gives the number of vehicles that had overtaken the test vehicle, and last column gives the number of vehicles overtaken by the test vehicle. Find the flowrate, density and mean speed. Also, plot the fundamental diagrams of traffic flow. 2 3 4 No. Sample 1 107 10 74 113 25 41 3 30 15 4 79 18 9.
3.) You are assigned to measure in seconds the arrival of 15 vehicles at a certain point. You observed the arrival of these vehicles in 2 minutes 15 seconds (135 seconds). The arrival of each vehicle in seconds is shown below: vehicle no. Arrival in seconds 1 1.96 2 4.76 3 7.05 4 40.86 44.35 47.58 7 55.64 8 57.38 63.75 10 66 11 68.71 12 73.77 13 98.87 14 125.42 15 128.56
Road and traffic engineering
Problem 24: Five racing cars are travelling on a 2.5 mi track. An observer is standing at a point on the track for a period of 20 minutes and records the instantaneous speed of each vehicle as it crosses his point of observation. The following table are obtained. Speed( mph) 154 162 Laps covered 28 32 Cars 1 3 160 31 4 152 26 158 30 Compute the time mean speed.
Use the below data to find speed at capacity Density, k (veh/mi) x, Speed, u, (mi/h) y 53.2 48.1 44.8 40.1 37.3 35.2 34.1 27.2 20.4 17.5 146 13.1 112 8.0 Answer: 28.914 ARRICASIRENSE 115
With FBD and Solution pls refer to the second picture if the answer is in the choices one of those 4 answers is correct