Calculate the distribution storage needed for equalization storage based on the following peakhourly data shown below for the maximum day: (Complete the table and plot Cumulative data)TimePeakPeakCumulativeTimePeakPeakCumulativeHourlyHourlyDemandHourlyHourlyDemand(L/min)Demand(Liters)(L/min)Demand(Liters)(Liters)(Liters)12 amO12 pm6300-23456702=22006400210026400200036300200046300200056600210067300360079300520088300560095000ΤΟ59001026006000| |2500122300

Let's go through the peak hourly data and find the maximum demand:12. Peak hourly demand at 6 pm:…

Answered: Calculate the distribution storage…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Similar questions

For the below activities in the table, after drawing the PDM, what is the ES for activity A? Act IPA Duration А 5 В A C В 2 D В E D 5 E, D 2 Select one: O a. 8 O b. 9 O c. None O d. 0 LO M N LO LO CN
Activity A (BCDEFGH 4. For the following schedule, draw the node network, perform the CPM calculations, mark the critical path, and complete the table. с Duration 6 2 8 5 3 6 5 2 Q Search U IPA A A, B B D, E C, D F, G ES O EF 0 LS ** LF TF FF 4 1 F*
TRAFFIC ENGINEERING Quiz(1) Month No. of Total Total Total Weekdays Days in Monthly Weekday Volume Volume In Month Month (vehs) 425,000 410,000 385,000 400,000 450,000 500,000 (vehs) 208,000 220,000 185,000 200,000 2 15,000 230,000 260,000 260,000 205,000 190,000 (days) (days) January February 22 31 20 28 March 22 31 April Мay 22 30 21 31 June 22 30 July Augusts September 22 October 23 31 580,000 570,000 490,000 420,000 4 15,000 400,000 21 31 30 22 31 November 21 December | 22 30 200,000 2 10,000 31 Find: AW T, ADT, AADT and AAWT.
Q.1 For the data shown in the table below, draw the network diagram by using AON method, assign the critical path, and then prepare a table containing ES, EF, LS, LF, TF, and FF values. A B с Activity Preceded by Duration 3 4 A, B 5 D33 B لنا بما E B 2 F D 3 G C, E 2 H E, F, G. 1
SITUATION 21: The activities, duration and cost under normal and accelerated conditions for a network diagram are shown below. ACTIVITY NODE Duration, Days Costs, Pesos Normal Accelerated Normal Accelerated A 1-2 10 7 3000 3450 2-4 8 6 2600 3400 1-3 6 6 2000 2000 3-5 12 11 4800 5100 2-5 13 10 3900 4500 F 4-5 24 3 2400 2700 G 5-6 2 2 1800 1800 64. Determine the normal duration of the project... a. 20 b. 25 c. 23 d. 22 65. Determine the critical path of the network a. a-e-g b. c-d-g c. a-b-c-d-g d. a-b-f-g 66. Determine the normal cost a. 22950 b. 20500 c. 22250 d. 22550 TMOSBY B с D E -
1. For the following schedule draw the node network, perform the CPM calculations, mark the critical path, and complete the table below. Then impose a finish date of 20 days and a finish date of 25 days, and recalculate the CPM and the values in the table. IPA TF Act A B C D E F G Dur 2 4 6 95 9 7 3 A A, B B B B, C C, D, E, F ES EF LS LF FF
Create a complete Data Sheet for the following, show solution and network diagram: Time Estimate Preceding Optimistic Most Likely Expected Activity Activity (a) (m) Pessimistic (b) Time A 10 20 В 7 12 A 8 10 12 D 20 40 D. 30 60 90 F 7 10 14 G 20 30 50 H E, F, G 8 10 12 3 4 6 H,I 1 1. 1.
). The network and durations given below show the normal schedule for a project, and the table given below summarizes the time-cost information for the activities, the owner wants to finish the project in 110 days, so find the minimum possible cost for the project to finish in 110 days AND 20 A B C D (19) E F 9. Activity (days) 120 20 40 30 50 60 Normal du 120 60 Crash (days) 100 15 30 20 40 45 30 on 4 50 Norma Cost 12000 1800 16000 1400 3600 13500 Cost 14000 2800 22000 2000 4800 18000
Q2: For the project, its data shown below find: ● Time in weeks that gives a probability of %97.5 Probability of finishing the project 4 weeks more than TE Probability of finishing the project 3 weeks less than TE Act. 1-2 2-3 2-5 2-4 3-4 3-7 5-6 6-7 4-7 0 8 4 7 7 4 7 10 10 4 M 10 5 9 6 8 14 14 5 P 24 12 21 11 8 15 24 24 12
Fill the table below using the Activity-on-Arrow (A-o-A) network given and answer the questions. (Arrows between Node 2 & 4, Node 3 & 4, Node 8 & 9 are dummy activities) 3. Activity Duration EST EFT LST LFT TF FF IF (days) 3 A 4 4 D. 3. F 5. 6. 4 K 3. If the activity D is delayed by 4 days and activity K is delayed by 1 day, how many days will the project be delayed? wwn wnnw ng n ww
1 pc Compute the total number of man-hours worked. SITUATION: Given: DURATION (DAYS) No. of Workers 1 3 2 6 3 5 4 7 5 6 6 4 If the number of lost time injury reported is 3, number of man-days lost is 2 man- days. 248 244 O240 256
Homework#3 The ages of the 112 people who have a car injured are classified as follows: Class Frequency 20 0 - 9 10 19 20 - 29 30 - 39 21 23 16 40 - 49 11 50 59 10 60 69 7 70 - 79 80 - 89 3 1 Find: 1- The mean 2- The median 3- The mode 4- Show the histogram graph.

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