Let the number of trips from zone i to zone j is 5000, and two modes are available which has the characteristics given in below. Compute the trips made by the three modes and the fare required to travel by each mode. twalk coefficient 0.03 0.04 20 30 12 car bus train 5 10 tj Fij Dij 0.06 0.1 0.1 18 4 6 3 2 Cij = a₁tij + a2tij + asti; +astnij + a5Fij + ªçøj + √
Q: Problem 3 Given the loaded beam, determine: a) Maximum tensile fiber stress b) Transverse shearing…
A: Given data Determine a. Maximum tensile stress. b. Transverse shearing stress at section just to…
Q: a) What is the distance to the rock from points "A" & "B"? b) What is the perpendicular distance of…
A:
Q: A fixed retaining wall is backfilled to height of 10m with dry cohesionless sand. The resulting…
A: Following are the given information. Backfilled height =10 m Unit weight of sand = 18 kN/m3 Drained…
Q: If a point load acting at the mid span of a fixed beam of uniform section of span 8 m produces fixed…
A: Given - Fixed end moment, W = 30 kN-m Beam length, L = 8 m To find - Fixed end moment for UDL over…
Q: A catchment area consists of 5 Hectares of gardens (impermeability factor = 0.2) and 5 Hectares of…
A: Given a catchment area consist of 5 Hectares of gardens with impermeability factor of 0.2. A1=5…
Q: p 166 kPa 54 kPa x 33 kPa Stresses on a x-y Cubic Element in the 0₁-03 plane. Questions 4-10 Draw…
A: Given, Stress element on x y plane for cubic element To find : Mohr's circle diagram, Major and…
Q: Pipe (2) is supported by a pin at bracket C and by tie rod (1). The structure supports a load P at…
A:
Q: Situation 1: A built up compression section is shown in the figure below. This forms a non-standard…
A: Given: Effective length, kL = 2.4 m A36 steel: fy = 250 MPa Flange sections: PL 250 mm x 12 mm Web…
Q: nswer ONLY items 5-8. Room dimensions are: LxWxH = 8.50 m, 5.0 m, 3m. Originally, the room had…
A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…
Q: A 107'3'19" 118'55'29" E 107²-41'49° Bearing AB = N 75°05'30"E BC is in the Distance in meters. AB =…
A:
Q: The flow of water (mass density - 1000 kg/m³) and kinematic viscosity = 10-6 m² /sec, a compressible…
A: Given: Mass density=1000 kg/m3,Kinetic viscosity, v=10-6 m2/s,Stress=600 N/m2 It is needed to find…
Q: Question 1 A composite beam cross section is made up of two rectangular strips. Each of (100x50) mm…
A:
Q: displacement of the concrete slab. steel Area 300sq.mm L=5m 1m P=18N 4m W=25N Aluminum Area 500sq.mm…
A:
Q: Please help with last part, Approximately how far upstream of this section would you expect to find…
A: Given data: Water flow rate in rectangular channel=10 m3/s Width of channel, B=5.5 m Slope of…
Q: A set of differential leveling notes is shown below. Complete the notes AND adjust the notes showing…
A: Given, Levelling data To find : Adjust elevation for point C
Q: For the given loaded beam: a. Draw the shear diagram with the correct values and degree of curve b.…
A:
Q: I WILL UPVOTE IF ORIGINAL WORK ASAP
A:
Q: Pipe (2) is supported by a pin at bracket C and by tie rod (1). The structure supports a load P at…
A:
Q: 6) What are four methods for classification of Rocks?
A:
Q: The depth of water at a location a few meters upstream from a frictionless, broad-crested weir is…
A: Given, Hw = 1.90 m L = 3 m
Q: 4lf the allowable bearing stress for the material under the supports at A and B is 400 psi,…
A:
Q: Example 2.2 Two roads having a deviation angle of 45° at apex point V are to be joined by a 200 m…
A: Given - Deviation angle, ∆ = 450 Radius, R = 200 m Changing of Apex point = 1839.2 m
Q: (3) #4 at 8" O.C. 4#8 12" 13" 6" 15" fó= 3000 psi NWC Grade 60 steel & M₁ = ? Tied Bars
A: According to the guidelines, it is requested to post the second question separately. As=4(0.79)=3.6…
Q: The domestic and industrial waste from a community consists of 100 gpcd from 7500 per- sons; 65,000…
A:
Q: Problem #2 Determine the force in members AC, CB, and BD of the truss and state if the members a…
A:
Q: Closed traverse ABCD has the following bearings: AB = N 45°20′ E; BC = S 47°32′ E; CD = S 14°55′W;…
A:
Q: Determine the slope at A of the Figure shown. El is constant. Use E = 200 GPa, I = 20(10¹) mm¹ Solve…
A: Given: Required: Slope at A using moment area method
Q: Incorrect Solutions. Please resolve this. Upvote will be given!
A:
Q: Determine the slope at the end C (0c) of the beam. shown in Fig. 1. Use the conjugate-beam method.…
A:
Q: In class, we used superposition principles to solve reactions for a propped cantilever beam. Take a…
A: Given: Required: Reactions, shear force diagram and bending moment diagram
Q: 2. Several lines of levels were run over different routes from BM1 in order to set BM2 and establish…
A: Given, Measured elevation data for BM2 through different routes To find : Most probable value of…
Q: 3. An open cylindrical tank having a diameter of 3 m and height of 5 m is filled with water to a…
A: Following are the given information. Diameter =3 m Height =5 m Water depth =3 m
Q: A rectangular beam is to be designed to carry a factored shear force Vu= 130 kN. Assume f'c = 28…
A:
Q: The bulk unit weight of a soil sample is 18.4 kN/m³ and its water content is 15%. Determine the: a.…
A:
Q: The aerobic degradation and the conversion of dissolved wastewater pollutants take place in…
A: (a) Two different filler materials used in trickling filters are :- Rock Media :- Rock media are…
Q: 2. A surveying party measured two lines and the result are the following: Line AB: 100.50 meters and…
A:
Q: #2. Calculate the structural period (structure is Concrete special moment-resisting frame)? Does it…
A: Concrete special moment-resisting frame is provided.To calculate- Structural period
Q: Solve Please A sand sample of 25 cm length was subjected to a constant head permeability test in a…
A:
Q: Wastewater containing 2.01 g/m' of pesticide percolates through a soil treatment system. Adsorption…
A: Given:- Waste water contains = 2.01 g/m3 pesticides a = 1.01 b = 0.003 m3/g Cross sectional area of…
Q: The soil profile at a site is shown Figure 1 below. Find the total horizontal normal stresses at A…
A:
Q: Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 5…
A: Given:
Q: Ratio of boundary layer thickness to moment thickness for turbulent boundary layer following one…
A: Given: Profile is seventh power law of velocity Required: Boundary layer thickness to moment…
Q: A concrete sewer pipe 4 ft in diameter is laid so it has a drop in elevation of 1.00ft per 1000 ft…
A: Given - Diameter, = 4 ft. Drop in elevation of 1.00 ft. per 1000ft. of length. Sewage flows at a…
Q: Select the lightest wide-flange beam that can be used to support the loading shown be- low. The…
A:
Q: When the gear rotates 12 revolutions, it achieves an angular velocity of w = 24 rad/s, starting from…
A:
Q: A rectangular pontoon is 5m long, 3m wide and 1.2m high. The depth of immersion of the pontoon is…
A:
Q: Using the Green-Ampt Model, compute the time distribution of infiltration capacity for a site with…
A: Following are the given information. i=0.5 in/hr Sw=8 in. θs=0.55 θi=0.20 Ks=0.025 in/hr
Q: Which of the following most nearly gives the x-coordinate of the centroid of the entire figure in…
A:
Q: Calculate the potential energy of the water
A:
Q: P7.6. Derive the equations for slope and deflection for the beam in Figure P7.6. Determine the slope…
A: Data given Find: Slope at support and deflection at mid span using Moment area method
Step by step
Solved in 4 steps with 4 images
- The zone production and attraction values were estimated as follows, where the values are unbalanced. Zone A B C D Production Attraction 370 100 250 350 450 260 350 300 The balanced value of # of trips attracted to Zone B equals (Report your answer correct to one digit after the decimal)Given the following transportation network and the production/attraction data in each zone. 3 min 3 3 min 4 min 3 min 4 min 2 min 4 min 2 7 min Production/Attraction Table Zone 1 2 3 4 5 Production 600 1000 500 Attraction 300 200 350 400 The number of trips that originates from Zone 3 and ends in Zone 1 is 13 88 29 None of the abovepls answer wt complete solution. Let the number of trips from i to j is 5000, and three modes are available which has the characteristics given below. Compute the trips made by the three modes and the fare required to travel by each mode.
- Determine the share (proportion) of person-trips by each of two modes (private auto and mass transit) using the multinomial logit model and given the following information: Utility function: Uk = Ak – 0.07 Ta – 0.05 Tw – 0.04 Tr – 0.015 CQUESTION 6 There is no service flow rate for level of service F. O True O FalseExample: The figure represents travel times on the link connecting six zonal centroids. Determine the minimum path from each zone to each other zone. Use the all-or-nothing assignment method to determine the total trips for each link after all of the trips from the following two-way trip table have been loaded onto the network. From/To 1 1 0 2 3 4 5 6 3.3 4.3 5 4.8 3 Trips Between Zones 2 1000 0 7.2 2.2 3 1100 1050 0 12.6 6 7.8 5.0 4 400 700 5 1000 1100 1200 1150 0 800 0 5.0 1 8.4 2 6 1300 1200 1600 400 700 0
- Automobile Transit 0 10 Model Parameter X₁, waiting time (min.) X₂, travel time (min.) X₁. parking time (min.) 20 35 5 0 X4, out-of-pocket cost (cents) 225 100 A. calibration constant -0.33 -0.27 B. After implementing service improvements to the mass transit, the mode split changed to 81.4% private automobile use and 18.6% mass transit use. Determine a value for the waiting time for the mass transit mode that reflects this shift in mode split.Problems 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 35A small town has two residential zones, A and B producing 900 and 600 work trips respectively. Zones C, D and E are work opportunity zones attraction 900,400 and 200 trips. The travel times between the zones and actual obsrved trips are as shown in the attachment below;
- The total number of trips from ABC to XYC is 4500. All of the trips are made using car. The government proposed two alternatives, a train and a bus. The utility is given by the equation: U = -0.05(TT)-0.04(WT) - 0.07(W) - 0.2(F) - 0.2(P) TT in-vehicle travel time WT- walking time to terminal W-waiting time F-fare P-parking cost The travel time for private car is 20 minutes, 12 for bus and 10 for train. Walking time for different terminals for bus and train is 10 and 15 minutes respectively. The waiting time is 8 and 6 minutes for bus and train respectively, and the fare for car, bus and train is at $20, $8.5 and $7 dollars respectively. Parking cost for car is $3. What is the total number of trips by train?A mode choice logit model is to be developed based on the following information. A surveyof travellers in an area with bus service found the following data:Model Parameter Auto BusX1, waiting time (min.) 0 10X2, travel time (min.) 20 35X3, parking time (min.) 5 0X4, out-of-pocket cost (cents) 225 100Ak, calibration constant _0.33 _0.27The following utility functions were calibrated based on an observed mode split of 84.9%private auto use and 15.1% bus use.Utility function: Uk = Ak -- 0.10 X1 - 0.13 X2 - 0.12 X3 - 0.0045 X4After implementing service improvements to the buses, the mode split changed to 81.6%private auto use and 18.4% bus use. Determine a value for the calibration constant for the busmode that reflects this shift in mode split.A household has 17 members and an annual income of P20,000. They currently live in a neighborhood with 550 retail employees, but are moving to a new home in a neighborhood with 150 retail employees. Calculate the additional vehicle-based peak- hour shopping trips the household makes before and after the move. Use: Vehicle-based Shopping Trips = 0.12 + 0.09HS + 0.011AHI - 0.15EH HS - household size AHI - annual household income in thousand pesos EH - employment in household's neighborhood in hundreds Note: use two decimal places