A section of a multilane highway is to be reconstructed to improve the level of service. The section being considered is on a 5.0% upgrade that is 3/4 mile long. The highway currently has 4-lanes (2 in each direction – all are 12-ft lanes) with a two-way left-turn lane in the middle and 4 foot shoulders on the right side. It is to be reconstructed into a 6-lane facility (3-lanes in each direction) undivided facility but, due to commercial development surrounding the highway, must remain in the current 72 foot right of way. There are currently 35 access points per mile and the free flow speed is determined to be 50 mi/h. It is known that the road currently operates at capacity with 420 trucks/buses (no recreational vehicles) during the peak hour, a peak hour factor of 0.95 and all-commuter traffic.
The redesign is to reduce the number of access points per mile to 10 and to reduce the grade to 4.0% for 3/4 mile. It is estimated that the new design will increase traffic by 13%.
In: Civil Engineering
During construction, field tests were conducted to assess the
suitability of the column to
withstand a safe buckling load of 2.5 kN assuming a factor of
safety 4 using two different hollow
columns made up of steel and concrete. Both columns have same cross
section but varying length
and different support conditions. Steel column of length 3 m having
external diameter 40 mm was
tested with one end fixed and the other end hinged, when subjected
to a compressive stress of
0.0045 MN/cm2 shortens by 3.6 mm.
If the concrete column was tested under similar loading conditions
with one end fixed and other
end free considering modulus of elasticity of concrete equal to 128
GPa, what will be the
corresponding length of the column required? As a design engineer
how do you choose the values
for the thickness of both columns and the length of the concrete
column? What will be your
interpretations regarding the relationship between the support
conditions and the buckling load
based on the test results?
In: Civil Engineering
Results obtained from a tension test on a bar of uniform cross
section 10 mm x 10 mm
subjected to an axial pull of 8000 N were tabulated. The lateral
dimensions of the bar were found
to be changed to 9.9985 mm x 9.9985 mm while using a material
having modulus of rigidity equal
to 0.8 x 107 N/cm2. By determining the values for different moduli,
identify the properties of
material and establish the relationship between them. What changes
will happen to the volume if
the length of the bar is equal to 2.5 m? Based on the results
obtained discuss how the elastic
constants are related to the deformation of the bar?
In: Civil Engineering
There is a project with three activites planned for a
year (Units are in Rial)
• ‘Activity A’ with a planned cost of 2100,
• ‘Activity B’ with a planned cost of 1500 and
• ‘Activity C’ with a planned cost of 2500.
• Activity A turned out to be more expensive (with an additional
300).
• ‘Activity B’ was done as budgeted.
• ‘Activity C’ is not finished within the year, and only 1500 was
spent on it.
• An additional activity ‘Activity D’ was needed and performed with
a cost of 500.
What is the cost variance for the given year?Also write a detailed
conclusion on the
cost performance
In: Civil Engineering
Apple LLC decides that it is going to bid on some government work. All contractors must post a bid bond when bidding on government work. Apple bids on the government work and wins. Apple posts a payment bond, as per the contract, and starts to work. After about 2 years into the job, Apple walks off the job, which was left uncompleted. Can the government collect the bond?
1. Yes, the government can collect on the bid bond that Apple took out
2. No, there is no bond available here that the government could collect on
3. No, the surety must be given the chance to mitigate their losses first
4. Yes, Apple guaranteed its work.
In: Civil Engineering
QUESTION 1
Construction professionals who came from various specialty are brought together for a specific construction project and then disbanded once construction is complete.
TASK |
QUESTION 2
Site Preparation is the first step taken to start a new project to ensure the ground is safe to undertake construction works.
TASK |
QUESTION 3
Common building components are super structures and sub structures that was classified based on occupancy and structure, design loads, common building components, their function and nominal dimensions.
TASK
o Pad or raft foundation component o Column and beam component o Flooring component o Opening (door and window) component o Wall component o Roof component
QUESTION 4
Building construction is an ancient human activity. It began with the purely functional need for a controlled environment to moderate the effects of climate. Constructed shelters were one means by which human being were able to adapt themselves to a wide variety of climates and become global species.
TASK
o Substructure – foundation o Superstructure – floor, column, beam, ceiling and roof o Components – window and door
In: Civil Engineering
In: Civil Engineering
In: Civil Engineering
In: Civil Engineering
A coal fired plant burns 1000 metric tons of coal per day at 2% sulfur. ( 1 metric ton = 1000 kg). a. What is the SO2 emission rate? b. What is the SO2 concentration 1.0 km downwind (x = 1000m)? c. 0.1 km off centerline in y direction (y = 100m)? and d. At ground level (z = 0) wind speed is 4 m/s and it’s a cloudy day? Stability =D; σy = 68m; σz = 37m
In: Civil Engineering
Urbanization involves the growth of cities, flow of traffic, transportation assets, facilities and fixed infrastructure. Collectively, these factors play major roles in what has become to be known as a “four-stage” process of urbanization. Smooth traffic flow enhances to a significant extent the urbanization process in cities, and by implication, government activities and private enterprise. Based on your course readings and knowledge of the concept of urbanization, graphically illustrate the four-stage process typically associated with this phenomenon tagged “urbanization” detailing the essential factors from stage one to stage four.
In: Civil Engineering
In: Civil Engineering
to justify and defend recommendation of solid waste management
and sewerage characteristic,
treatment and its disposal according to standards/practices .
1.Problem statement:
People are facing lot of problems due to improper management of
wastes (solid) as well as
unsuitable characteristics, disposal and treatment of sewerage
wastes. Using the knowledge
of solid waste management, characteristics, treatment and disposal
of sewerage, find
various parameters required for proper management of solid wastes
as well as for
characteristics, treatment and disposal of sewerage wastes for your
area.
2. Objectives of this Project:
Students should use their background knowledge about solid waste
management and sewerage
characteristic, treatment and its disposal. They should prepare a
report to ensure that all the
parameters are properly addressed and incorporated.
3. Report Format
The report should include the following sections:
4. Problem Definition/Identification:
This is a statement of the problem to be investigated. It provides
overall direction for problem
understanding. The student should rephrase the stated problem in
his own words that can display
his understanding of the problem.
5. Details of processes involved:
Students must provide all the details of processes involve in solid
waste management and each
process must be clearly supported by steps necessary for performing
them.
6. Propose Solution:
This is a statement which should provide a clear solution (solid
waste management) to the problem.
7. Conclusions:
Discuss any questionable data or surprising results. Explain the
possible source of any error or
questionable results, if applicable.
Note:
please make a report on it
In: Civil Engineering
Zero force member in trusses are
select one:
a- in-needed members
b- to prevent out of plane buckling
c- to prevent in-plane buckling
d- to prevent out of plane buckling and on-plane buckling
e- used for architectural purposes
In: Civil Engineering
(a) When there is a need to describe a system at the current time or at a certain specified future time, why are probabilistic models considered superior to deterministic models? (b) What is the difference between descriptive models and prescriptive models? Give two examples of each.
In: Civil Engineering