Answered: Distribute the trips for inter zonal…

Distribute the trips for inter zonal movement based on Uniform Growth Facto Method and Detroit Method. Compare the iteration number & give your conc

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Consider the following project network. Determine the critical path and the project duration. В F…

Q: Use the singly constraint growth factor model to calculate the projected trips in Cell (1,2) for the…

Q: Determine the relationship between unit cost and size for the project data shown to estimate the…

A: Tabulate the unit cost data for each project to find the linear relationship between the cost and…

Q: A study area consists of three zones. The data have been determined as shown in the following…

A: We need to calculate the friction factor for each and every origin and destination. Use a given…

Q: Examine the network schedule with its activities, their durations,and initial cost plus extra cost…

A: critical path-critical path is path of activities which can be obtain by joining the 0 float or…

Q: Assignment # 3. For the following schedule, draw the arrow diagra (AOA), perform the CPM…

A: Given schedule and asked to draw the activity on Arrow diagram (AOA) and mark critical path.It is…

Q: At a short-term counting location with patterns like the PART A counter, the 24-hour count in August…

A: Average annual daily bicycles = 1500+1650/2= 1575 Average annual daily pedestrians= 175+190/2= 183

Q: Answer only when know..the answer 468. What are the techniques for managing overlapping activities…

A: Scheduling and Timeline ManagementEffective scheduling is vital for handling overlapping activities.…

Q: 1 2 3 4 100 200 400 600 A 300 100 200 700 pl 100 200 400 600 250 150 300 600

A: The following table shows the productions and attractions used in the first iteration of a trip…

Q: Consider the activity precedence relations presented in Table 1. Activity Duration (days) A 2 B 4 1…

Q: For the activity on node shown below, find the critical path and the expected duration of the…

Q: Consider the bid rent curve (R) for the office sector (OS) and household sector (HH). Allow for both…

A: Bid-rent curves are graphical representations of the relationship between the rent (price) of land…

Q: The following net accumulations were calculated. The free haul area begins at station 4+30 and…

A: Stations are horizontal measurements along the centerline (also called baselines) of a project.…

Q: How is maximum daily and maximum hourly demand per day calculated (peak demand)?

A: Domestic Water Demand: It is the amount of water required in order to satisfy domestic needs, like…

Q: Assume a five zone urban system with the following characteristics as outlined in tables 1 and 2.…

Q: 1. The consultant had visited each potential location and rated themaccording to each factor, as…

Q: Depends on В. С Duration (day) Activity E B A 3 C G A 4 E 3 С, D None F 5 A 2 E, F 2 D A 5 I F 4 J…

Q: 4. The present trip ends and travel time matrix between the zones are shown in Tables 6.75 and 6.76,…

A: We have to determine the value of trip interchanges between the zones by using the gravity model as…

Q: Situation: A project has a critical path of 1-2-3-4-5. In the parentheses are the probabilistic…

A: To Find :- expected project duration and standard deviation of expected time.

Q: 3. Draw a precedence diagram network for the following project. Draw all links showing dependency…

Q: A Study area with four transportation analysis zones has the following information: Table 3: Trip…

Q: The project schedule is shown below. Illustrate and do the Forward & Backward pass and answer the…

A: Given:- Activity Predecessor Duration (Days) A - 3 B A 6 C A 3 D B 2 E C 7 F D 8 G…

Q: Q: For the figure and table above, find the time duration for the project and .the critical path

A: the path diagram is activity focused. in the critical path method we used deterministic approach…

Q: The following table shows the productions and attractions used in the first iteration of a trip…

A: The following table shows the productions and attractions used in the first iteration of a trip…

Q: PERT method differs with AOA :method in the following PERT uses dummy activities while AOA does not.…

A: correct option is PERT has three estimated times for activity duration while AOA uses only one.

Q: 2. Solve for the best choice in terms of utility U=A-0.05X1 -0.02X2 Mode A X2 Car -0.6 30 Jeep -0.3…

A: Given data: Equation for Utility,U=A-0.05X1-0.02X2 and table for Mode Mode A X1 X2 Car -0.6 50…

Q: Q2: Consider the following table summarizing the details of a project: Duration (weeks) Most likely…

A: As per our company guidelines we are supposed to answer only first 3 sub-parts. Kindly repost other…

Q: been collected for those districts. Provide a trip distribution calculation (single constrained)…

A: Calculate the friction factor for each origin-destination pair by using the travel times and…

Q: For 300 trips, assign them using constant assigntment ratio Route Hours 1 1.1 2 1.2 3 1.3 4 1.4 5…

Q: Stärt, Late Finish and Total Float as used in construction Project Planning (b) For the activities…

A: Critical path A-B-D-G-H and total duration 19 days Total float is the amount of time a task can move…

Q: Q.1 For the data shown in the table below, draw the network diagram by using AON method, assign the…

Q: Answer the following question related to aviation. 1. what is the main difference between towered…

Q: The zone production and attraction values were estimated as follows, where the values are…

A: The trip distribution matrix is a transportation planning and traffic modeling, particularly in the…

Q: he following net accumulations were calculated. The free haul area begins at station 4+30 and…

A: Highway stations are 100 feet longvolume between station 2+60 and 3+00 = 3.85 yd3the volume between…

Q: 23-In the network diagram and the following table, we have the estimated direct costs with the usual…

A: For Act 1-2: Normal Cost=6*(2100+350)=14,700 & Crash Cost=4*(3200+350)=14,200 {So, use crash…

Q: Create a distribution of trips for inter zonal movement using the Detroit method.

A: Following is the given inter zonal movement data: I II III IV ti Ti Fi I -…

Concept explainers

Quantity takeoff

Quantity takeoffs (QTO) are precise estimates of the materials and labor costs required to finish a construction project. During the pre-construction phase, an estimator prepares them, breaking down the project into smaller, more manageable parts that are easier to evaluate. These measurements are used to prepare a construction scope bid. Estimators examine the drawings, specifications, and models to figure out different quantities and their costs. Since, the components, their quantity, and price are all included in the model, quantity take-off can be done automatically using Building Information Modelling (BIM). The time taken for completing a construction project can be reduced by the use of quantity takeoff. These takeoffs are also called material takeoffs and construction takeoffs.

Question

I
100
3
25
300
1
Current Year
IV
50
75
25
200
Future Year
T[I]
T[I]
250
4
400
2
150
III
= 300
= 1000
T [III]
= 800
T [IV]
= 300
Distribute the trips for inter zonal movement based on Uniform Growth Factor
Method and Detroit Method. Compare the iteration number & give your conclusion.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Given Data

VIEW

Step 2: Introduction

VIEW

Step 3: Calcuation of growth factor by Uniform Growth Factor Model

VIEW

Step 4: Distributing the interzonal movement based on Detroit Method: - a. Present Day interzonal movement

VIEW

Solution

VIEW

Step by step

Solved in 5 steps with 8 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Miami, Oklahoma has three transportation analysis zones, and origin-destination survey results. Using a spreadsheet, provide a trip distribution calculation using the gravity model. The following table shows the number of productions and attractions in each zone, as well as the socioeconomic adjustment factor.
2 1 point Scheduling answers the type your answer... Jhay Previous question of project planning:
Question 3 a) Explain the 'gravity model' adopted in trip distribution, and how that can be used to link land and transport planning. 100 50 50 b) Given an initial trip matrix t = with two origins and three 200 100 200 destinations. We also have a target trip generation from the two origins: 300 a = 600 and the trip attraction to the three destinations: b = [400 200 300]. Perform two iterations of Furness Procedure in order to adjust the trip matrix T such that the trip generation and attraction therein will match those specified.
solve
HBW stands for Home based work
Consider the given project network with the activity times (in days) written on arrow. The free float of activity 4-6 (in hours) is 2 3 2 5 5 1 3 4 2.
The Jeffersonville Transportation Study Area has been divided into four large districts (traffic zones). The following data have been collected for those districts. Provide a trip distribution calculation using the gravity model for two Assume Kij = 1.
Comparison Between the CPM method and after available scheduling method
What do you understand about the Level of Service (LOS)? Define briefly the six common terms related to this study like as per in Figure 1 and 2.
The following table shows the productions and attractions used in the first two iterations of a trip distribution procedure and the productions and and attraction that resulted. Determine the production and attraction values that should be used for each zone in the third iteration
Draw the network diagram properly, identify the paths, duration and slack, draw the table showing ES, LS, EF, LF, TF, FF and REMARKS. Identify the critical path/s. Indirect cost is Php 15,000.00 per day. Create an optimum time cost plan and identify how many days can the project be crashed. 1. A, B and C are the starting activities 2. D follows A while E follows C 3. B, D and E restricts the start of J 4. K and F cannot start until B, D and E are completed 5. G follows C and precedes H and I 6. H and I cannot proceed until F is completed 7. L follows K and precedes N 8. J restricts the start of P, M and S 9. H, I and P must be completed before Q can start 10. L and M must be completed before N can start 11. O follows N while R follows Q. 12. R, O and S culminates at the same time