Q3: A company awarded a contract to erect 124 sequential operation also the estimated man-hours and optimum number of men/operation the hand over is 6 towers/weeks prepare a line of balance schedule assuming 5 working days/week and 8 hours/day, the minimum buffer time 3 day Activity cal towers the tat Description Excavation Implementation foundation Installing the Tower Cable arm fixing Insulator fixing Man-hour Q(Optimum ofmen/operation 55 B. of reinforced concrete 64 145 8. 90 8. 25 E Determine the completion date of the project Determine the completion date of the installing Towers Determine the percentage completion of the project when &3% of the clectrical tower have been installed. i- iI-

Q3: A company awarded a contract to erect 124 sequential operation also the estimated man-hours and optimum number of men/operation the hand over is 6 towers/weeks prepare a line of balance schedule assuming 5 working days/week and 8 hours/day, the minimum buffer time 3 day Activity cal towers the tat Description Excavation Implementation foundation Installing the Tower Cable arm fixing Insulator fixing Man-hour Q(Optimum ofmen/operation 55 B. of reinforced concrete 64 145 8. 90 8. 25 E Determine the completion date of the project Determine the completion date of the installing Towers Determine the percentage completion of the project when &3% of the clectrical tower have been installed. i- iI-

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: Task 2 Calculate forces related to fluids at rest and in motion b) An alternative suggestion for…

A: Given series of questions and asked to compute the following,2. An alternative suggestion for the…

Q: 6:19 PM Done GANTT CHART CPM + B C 0.00 NK/S Vo 4G+ LTE 71 15 Х D E F G 1 2 3 Item No. Task .1…

A: Could you provide me all the information I need to help you? The information given is not…

Q: Problem 2 Figures on page 3 show the partial framing plan and elevations of a three story steel…

A: Problem -2 Given, Dead load at roof, DLR=15 psf=15 lb/ft2 Live load at roof, LLR=25 psf=25 lb/ft2…

Q: on the results of Problems 11.1 and 11.2, recommend an allowable load for the pile. Use FS = 4.…

A: The ultimate capacity of piles generally in cohesionless soil is achieved by the position placed on…

Q: During the __________ system, contractors interface with the utility grid and bring services onto…

A: During the excavation/foundation system, contractors interface with the utility grid and bring…

Q: 4okN /20 kN 2o kulm 11197191 7. set the internel forces eguetims 1- AD 2- DB 3- EF Draw S.F.D. Chd…

A: Set the internal forces equations in zones 1- AD 2- DB 3-EF Draw S.F.D. and B.M.D.

Q: 2.8 Given five-story building, that weighs a 100kips and has concrete shear walls and special…

A: Story -5 Building weight - 100 kips To determine- 1) Response modification factor (R) for a) Dual…

Q: What is the total load on B-1 if the load rate is 80#/ft^2 (B) 24-0" 1-5 8'-0" C12" BRICK WALL 8:0"…

A: Load rate = 80 #/ft2

Q: Provide sketches/illustrations of pile cap steel reinforcement for 1 pile to 4 pile? (Provide…

A: Here, It is asked to provide the sketches of pile cap steel reinforcement for 1 pile to 4 pile.

Q: How the Driven piles are installed from the ground surface?

A: A pile is simply a large cylinder of a hard materials like concrete which is forced into the earth…

Q: b. Volume of the Work Area Building Perimeter ii Centerline of Work Area: i Volume of Work Area…

A: To find the total volume of excavation.

Q: ? 500 5000 500 ? mm TML=180 Wm Тома=80Nm Nd=15004N INd=1500 GN (1.46+1.6Q Lood Con C35/45 B420c **…

A: 1. Structural Inputs - Loads: - Normal force (Nd) = 1500 kN react at two columns. - Moment (Md) =…

Q: State THREE (3) excavation works involve in pad footing construction. 1. Excavation for......... 2.…

Q: 2. Construct a bar chart to use in managing the construction of a single span bridge. The identified…

A: Given data,Drive piling west abutment (WA), 2 daysDrive piling east abutment (EA), 2 daysConstruct…

Q: 2. dddd 20 ft 3 KLF Mmax= Ama max= (26100) thote 30 (sixam

Q: Describe about the pile impedance.

A: Pile impedance:

Concept explainers

Professional survey

A professional survey is a systematic questionnaire that the target audience fills out online, usually by filling out google forms. Professional surveys can vary in length and format. The data is stored on a website and the testing tool usually provides a certain level of data analysis in addition to a professional expert review. Several professional online survey softwares are present worldwide like, SoGoSurvey, SurveyGizmo, SurveyMonkey, Qualtrics, and so on.

Question

Q3: A company awarded a contract to erect 124 electrical towers the table below shows the
sequential operation also the estimated man-hours and optimum number of men/operation
the hand over is 6 towers/weeks prepare a line of balance schedule assuming 5 working
days/week and 8 hours/day, the minimum buffer time 3 day
Activity
Description
Excavation
Implementation
foundation
Installing the Tower
Cable arm fixing
Insulator fixing
Man-hour
Q(Optimum ofmenioperation
55
of
reinforced
concrete
64
145
8.
90
8.
D
E
25
5n
Determine the completion date of the project
Determine the completion date of the installing Towers
Determine the percentage completion of the project when 83% of
the electrical tower have been installed.
ii-
iii-

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 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

(BASE ON 100 M LONG) In m3 1. Calculate the Excavate 2. Trench and back fill 3. Disposal of surplus This drawing is not to scale 260 x 500 Grade Beam Cutback slope (HV) 1:1 260 x 150 Void Form. 3 Rows 10M Rebar 000 000 www 900 190 3 Rows 15M Rebar Existing Grade 50 mm Rigid Insulation (200 deep) 300 dia. Concrete Piles (see plan)
Explain at least one benefit or advantage of using the breakwater Explain at least one drawback or disadvantage of using the breakwater.
PLEASE HELP, Determine the occupant load for the small restaurant. WILL THUMBS UP IF CORRECT.
Required: Maximum positive And negative moment for 2nd-floor BEAMS DISTRIBUTION METHOD 5 cycles.
I need a quick solution within 15 minutes With my best wishesTon
An 18” square solid concrete pile is driven with an impact hammer to a depth of 55ft below grade into the soil conditions below. Calculate the (Qultimate) and (Qallowable) assuming a FOS of 2, assume groundwater is at the surface. Show all work use Alpha and Meyerhof methods.
A crawler hoe having a 3 -cy bucket and whose cost per hour, including the wages to an operator, is $150, will excavate and load trucks under each of the stated conditions. The maximum digging height of the machine is 26 ft. Determine the cost per cubic yard for each condition.
part b, c please