I need the answer as soon as possible Develop a LOB schedule for 20 houses. Thetarget output rate for this project is 3houses per week. A typical working weekincludes five 8-hour days. The constructionof a single house consists of the followingfive sequential activities:Find the actual crew size for Activity A.Activity Man-hous per unit (Q) Men per GangMinimum buffertimeA1103320365352E21059.8О 12O 6

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Answered: Develop a LOB schedule for 20 houses.…

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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Activity A B CEDFGHJLNMIOKSQ Duration 2 4 3 2 7 5 8 314 73 11 8 2 4 3 Weeks Followed EFGH DDF By Q J Q: For the activities shown in the table above, find the time duration of the project and the critical path. Arrange the information E.S, E.F, L.S, L.F, and T.F in a table.
Develop a LOB schedule for 20 houses. The target output rate for this project is 3 houses per week. A typical working week includes five 8-hour days. The construction of a single house consists of the following five sequential activities:
%£0 ll.. :السؤال الأول: تحديد ما يلي 1- Data for small project are given, determine the following 1- ES for Activity C. E. G. J 2- E.F for Activity B. H 3- L.S for Activity A. J 4- L.F for Activity B. I 5- T.F for Activity D. H 6- C.P for Activity E. J 7- C.P Activities Path Duration (day) 1-2 B 2-3 4 2-4 3-5 6. 3-6 4 4-6 5-8 5 6-8 7-9 8-9 I J K إجابتك هذا هو سؤال مطلوب 2- Data for small project are given, determine the following 1- ES for Activity C, E, U 2- E.F for Activity B. Q 3- L.S for Activity N. J 4- L.F for Activity B. T 5- T.F for Activity M. H II >
*. From the given data as shown below, determine the following: A) What is the critical path? B) What is the average manpower? C) Determine the manpower scheduling of the project. Activity Successor WEEKS Manpower 1-2 B D, E 3 1-3 A F 5 1-4 C 4 2-5 D 4 2-6 E I 4 3-6 F I 7 4-6 G I 3 4-7 H L, M 3 5-8 J O 5 5-9 K N 4 6-9 I N 8 3 5 6 7-9 L 7-10 M 8-11 O 9-11 N 10-11 P H, G J, K N P 8 7 5 4 3 3 6 4 4 4 5 5 3 5 4 6 5
А В СЕD F G H JLNM I O KSQ Activity Duration Weeks 2 4 3 2 7 5 8 3 1 4 73 11 8 2 4 3 Followed E FGH I DDFSKIM MOO0 -e By N Q: For the activities shown in the table above, find the time duration of the project and the critical path. Arrange the information E.S, E.F, L.S, L.F, and T.F in a table.
Construction-Management: i need the answer quickly
I need the answer as soon as possible
Q3: The construction plan for a house is shown in figure and table below, gives the manhoures required and team size for each Activity. Prepare a line of balance schedule for a contract of 15 houses using rate of build of 3 house/ week and each team working at their natural rate. Assume 5 day working week, 8 hours per day, and a minimum buffer time 5 days. A В E D Activity Manhours per activity(M) Men per activity(Q) A B F G 180 320 200 60 38 120 80 40 4 4 2 2 3 2 3
Consider the activity precedence relations presented in Table 1. Activity Duration (days) A 2 B 4 1 4 2 6 6 1 1 с D E F G H I J K L Predecessor A A.B B.C с D₂E D.E G.E E.G H,I,J,K 4 5 1 1- Draw the activity network diagram. Required # of workers 2 1 3 4 5 6 4 1 1 2 1 2 2- Derive the total float of each activity. What is the critical path? What is the project length? Make sure Total floats, Critical path, Project length are included 3- Draw, the resource profile of workers (how many workers are used on each day?).
A project consist of seven activities as shown in the table Draw the network diagram calculate the fst LST EFT LFT and Floats mark the entical path 4 find out the Project duration A B Activity Duration Days 8 10 Post Activity BIC D CD E F G 12 6 4 32 € F G G-
Plot the Gantt Chart for the following activities. DURATION START АСTIVITY (in weeks) (WEEK) Demolition and clearing 4 1 Excavation 7 5 Underground installation 6 10 Foundation and columns 16 Вeams 4 21 Roof framing 4 25 Floor slab 4 29 Exterior Walls 6 33 Interior partitions 36 Electrical works 6 38 Painting and finishing 6 41
Work is carried out by a contractor employing labor with 25% overtime per day Working for 5 days a week Contractor peak manpower is 40 per day Build-up period is 20% Rundown period is 10% Total effort in standard man-days is 1200 The duration of work by Trapezoidal manpower distribution pattern will be

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