For the following critical path network, estimate the ES, EF, LS, and LF for theactivities A1, A2, A3, A4, A5, A6, A7, A8, A9, and A10 shown below using thedurations provided under each activity. Also, estimate the total time of theproject.ASA1A2A3A6A7A101012A4ASA9Note: use the table format (shown below) to organise your answer.#ActivityDuration (days) PredecessorESEFLSLF

We need to determine Total Time of Project ES=Earliest Start Time EF=Earliest Finish Time LS=Least…

Answered: activities A1, A2, A3, A4, A5, A6, A7,…

activities A1, A2, A3, A4, A5, A6, A7, A8, A9, and A10 sł durations provided under each activity. Also, estimate project. AS A1

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: Which is not a sources for Highway Funds?

A: The highway fund is the fund collected for improving the infrastructure of highway system.

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: . From the given data as shown below, determine the following: A) What is the critical path? B) What…

Q: 2) The Company purchased a lot for P250k on which they will construct a building with 3 estimates…

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

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: Dunkin City wants to build a new bypass between two major roads that will cut travel time for…

A: The given data is as follows: Initial cost of road=$14,000,000Savings in gas=17,500 people…

Q: Reynold, Joshua, Dennis and Rogers Consulting Group has a contract to design a major highway project…

Q: Table 2.1 Activity Predecessor Duration (Months) A 5 B A 7 с A 8 D B, C 9 E D 6 F G D 7 E, F 5 ata…

Q: Vday. The current toll is $3.50/vehicle. Studies haves of 50 cents, the traftic volume will decrease…

A: aTraffic volume with costV=6000-x50(500)x=cost increase in cents

Q: Develop the precedence diagram network for the following project and then calculate the TF and FF…

A: A table is givenActivitydurationimmediately following…

Q: 2. A proposal has been made for improving the downtown area of a small town. The plan calls for…

A: a. Total benefits per year = $450,000 + 325000 + 80000 + 70000 = $925,000 Disbenefits per year =…

Concept explainers

Budget Estimating

The term budget signifies a plan over the long run, generally, a year that covers the financial expenses and revenues of any organization. This budget plan is known to estimate the growth and success of any organization. Civil engineering companies utilize project budgets for estimating project costs, construction costs, and other direct and indirect costs related to the project being undertaken. Project budget is a detailed statistical tool primarily used by project managers to estimate the overall project cost. The project budget is in the form of a document that includes all the costs which are incurred during the project undertaking and after the completion of the project. Large commercial projects have the project budget estimate in the form of large detailed pieces of documents which include every cost estimate regarding man and materials. Labor costs, material procurement costs, construction costs, and operational costs are some of the costs that are incurred during the project execution and planning phase.

Question

For the following critical path network, estimate the ES, EF, LS, and LF for the
activities A1, A2, A3, A4, A5, A6, A7, A8, A9, and A10 shown below using the
durations provided under each activity. Also, estimate the total time of the
project.
AS
A1
A2
A3
A6
A7
A10
10
12
A4
AS
A9
Note: use the table format (shown below) to organise your answer.
#
Activity
Duration (days) Predecessor
ES
EF
LS
LF

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 To Find

VIEW

Step 2 Draw the chart according to question.

VIEW

Step 3 Calculate Total Time of Project

VIEW

Step by step

Solved in 3 steps with 1 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

Given 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 3-1
A city engineer has estimated the annual toll revenues from a proposed highway construction project over 20 years as follows: An = ($2,000,000)(n)(l.06)n-1 n = 1.2 .... ,20.To determine the amount of debt financing through bonds, the engineer was asked to present the estimated total present value of toll revenue at an interest rate of 6%. Assuming annual compounding, find the present value of the estimated toll revenue.
Determine the amount of slack in each of a project's activities (presented below), identify the critical path, and identify the expected duration of the project. Activity Duration a (1-2) 4 b(1-3) 9 C (3-4) 5 d(2-4) 2 e(4-5) 3
HBW stands for Home based work
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
A bridge has been constructed between the mainland and an island. The total cost (excluding tolls) to travel across the bridge is expressed as C- 50 + 0.5V, where V is the number of veh/hr and Cis the cost/vehicle in cents. The demand for travel across the bridge is V- 2500 - 10C. (a) Determine the volume of traffic across the bridge. (b) If a toll of 25 cents is added, what is the volume across the bridge? What volume would be expected with a 50 cent increase? 155 (c) A tollbooth is to be added, thus reducing the travel time to cross the bridge. The new cost function is C- 50 + 0.2V. Determine the volume of traffic that would cross the bridge. (d) Determine the toll to yield the highest revenue for demand and supply function in part (a), and the associated demand and revenue