Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 3. 8.5 Two different routes are under consideration for a new interstate highway: Table P8.5 The "long" route Transmountain shortcut Length of Highway 22 miles First Cost $21 million 10 miles 10 miles $45 million Annual Upkeep $140,000 $165.000 Table P8.5 Full Alternative Text For either route, the volume of traffic will be 400,000 cars per year. These cars are assumed to operate at $0.25 per mile. Assume a 40-year life for each road and an interest rate of 10%. Determine which route should be selected.arrow_forwardB9arrow_forwardProblems 2. Solve for the best choice in terms of utility U=A-0.05X1 -0.02X2 3. For 300 trips, assign them using constant assignment ratio. Route 1 2 3 4 5 M Mode A Car -0.6 Jeep -0.3 Grab -0.4 Bus -0.5 Hours 1.1 1.2 1.3 1.4 1.5 X1 50 10 70 30 X2 30 45 20 35arrow_forward
- Example: The total number of vehicles in each month are given in the table below. Find:- い همر المرسر لت 1- ADT for each month 2- AADT 365 Month 1 3 4 8 10 12 28 ADT Total No. of no. of vehicles (×1000) (00 x pda) 425 days 13.7 31 14.6 410 12.4 385 30 13.2 31 14.5 450 16.6 31 18.7 31 18.3 570 16.3 31 13.5 420 31 13.8 415 30 12.9 31 Sumarrow_forwardVehicles arrive to a bridge at a rate of 23 vehicles per minute. The capacity of the bridge is typically 3000 veh/hour, but is reduced to 914 veh/hour for 24 minutes. What is the duration of the queue that forms on the bridge in minutes?arrow_forwardplease show handwritten solutionarrow_forward
- The daily counts of the current traffic volume for a rural highway for one week of May 2000 are as shown in the following table: Sat. Sun. Mon. Tues. Wed. Thur. Fri. Day Daily volume 12000 12500 10500 11500 9500 9000 8500 The traffic is composed of 70% passenger car, 20% bus, 10% truck. The percent of future traffic to current traffic is predicted to be 180% up to May 2020. Determine the required number of lanes for this highway if the lane capacity is 1300 pc/hr.arrow_forward8.5 If small express buses leave the origin described in Example 8.5 and all are filled to their capacity of 20 travelers, how many work-trip vehicles leave from origin to destination in Example 8.5 during the peak hour?arrow_forwardGiven the data below: Daily Traffic Count Axle Load (Kips) 1000 (single axle cars) 300 (single axle buses) 120 (tandem axle trucks) SN is 5, Pi = 4.2, 22 40 Pr = 3, design life is 20 years, growth rate is 5%, lane distribution factor = 0.45 %3D Calculate the ESAL.arrow_forward
- 34. transpo plsarrow_forwardGiven the following transportation network with travel time in minutes: 3 2 2. 3 4 3 The trip production from TAZ 3 is 1,000. The trip attractions from TAZ 3 to all other zones are shown below: From/To 1 500 2 300 4 Trip Attraction 300 The minimum path from zone 3 to zone 1 is: Links 3-4, 4-1 5 min Links 3-2, 2-1 Link 3-1arrow_forwardTwo routes connect an origin and destination with performance function t; = aj + (xj/cj)2 (with t's in minutes and x's in thousands of vehicles per hour). It is known that at user equilibrium, 65% of the origin-destination demand takes route 1. How many vehicles (in thousands) will take route 1 if system optimal equilibrium is archived? Route 1 Route 2 a 7 2 3arrow_forward
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