In: Civil Engineering
In: Civil Engineering
In: Civil Engineering
In the design of a multiple bay mill-type industrial building with a separate metal processing and finishing shops, what is the buildability criteria which you will use to base the structural lay-out and design of the building? Explain in details.
In: Civil Engineering
A rectangular concrete beam of width b= 600 mm, is limited by
architectural considerations to a maximum total depth h= 400 mm. It
= 542 kN.m. Design the umust carry a total factored load moment
Mflexural reinforcement for this member, using compression steel if
necessary. Allow 75 mm to the center of the bars from the
compression or tension face of the beam. Material strengths are
??′=27.6 ??? ??? ??=413 ?? ?.
Select reinforcement to provide the needed areas, and show a sketch
of your final design, including provision for No. 13 stirrups.
In: Civil Engineering
In: Civil Engineering
Sketch and explain the two components of primary and secondary moments. Explain how we use design and the material properties of rebar and concrete to counter the two moment types.
In: Civil Engineering
Topics: Construction Accounting & Finances
Capital Investments:
1.) Before you make a decision to acquire a large piece of equipment what tools would you use to determine if this investment is really worth the cost and how would you finance this large investment? (Please give a one paragraph brief detailed example.)
Budgets:
2.) Discuss the importance of budgeting. Then give an example of how you would control your budget as a construction manager. (Please give a one paragraph brief detailed example.)
In: Civil Engineering
You are conducting a geotechnical analysis on a 3-layer soil system. Layer 1 is a 5-ft sand with dry unit weight of 100 pcf. Layer 2 is a 6-ft silty sand with a saturated unit weight of 115 pcf. Layer 3 is a 15-ft low plasticity clay with a saturated unit weight of 117 pcf. There is an unknown granular soil below the clay layer. The ground water table is at a depth of 5 ft. A structural footing with dimension 5ft x 5ft is placed on top of the top sand layer. The footing must carry a load of 50,000 lbs. i. Draw a schematic diagram of the layered soil system. Show all details (6) ii. Draw the distribution of effective stresses in the soil (15) iii. Determine the effective stress in the middle of the clay layer (5) iv. At time T ≈0 (i.e. immediately after the structural load is applied), what would be the changes in total stress, pore water pressure and effective stress in the middle of the clay? Assume entire stress due to the footing is transmitted to the clay. (12) v. At time T ≈α, (i.e. long time after construction), what would be the changes in total stress, pore water pressure and effective stress in the middle of the clay? (12) vi. Laboratory consolidation test on the clay soil produced the following graph for the soil. Calculate the consolidation settlement of the clay layer when a foundation is placed on top of layer 1. Make any other necessary assumption. (50) 0.1 1 10 100
In: Civil Engineering
According to conventional wisdom - the primary recurrent salient issues in most states tend to concern jobs, crime, education and taxes.
To what extent do public opinion poll data in Texas support or challenge the conventional wisdom?
In: Civil Engineering
In: Civil Engineering
6. A certain contaminant was studied in the laboratory by measuring over time the concentration in a sample placed in a closed container. The values of the observed concentrations are given below. Determine the reaction order and the decay rate for this contaminant.
Time (hrs) |
0 |
1 |
3.5 |
6.5 |
10 |
Conc (mg/L) |
100 |
80 |
50 |
26 |
10 |
In: Civil Engineering
Suggest an innovate treatment technology on either (environmental, energy production, optimization of process) ?
In: Civil Engineering
Write the parameters affecting on generation of more energy? Write the main steps to obtain more energy using waterfall simulator.
In: Civil Engineering
Dynamic tests on structures. Task of dynamic testing. Methodology and result assessment of dynamic test
In: Civil Engineering