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Monday, July 20, 2009

Top software Engineering Seo

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Saturday, July 18, 2009

Engineering Free Submit software

5 Stars

Program Name: Kaspersky Anti-Virus 2009

License Type: Shareware

Date Added: January 17, 2009


Handy Antivirus

5 Stars

Program Name: Handy Antivirus

Published By: Smart PC Solutions, Inc.

License Type: Freeware

Date Added: April 27, 2009


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Saturday, July 11, 2009

civil engineering Nebraska info


Graduate Studies

Graduate Studies

http://www.unl.edu/gradstudies/

The UNL Office of Graduate Studies website offers information on all aspects of graduate studies at UNL, including information for prospective graduate students. This helpful site includes pages on steps to admission, tuition, fees and funding, and an online Application for Graduate Admission.

College of Law

College of Law

http://law.unl.edu/

The UNL College of Law website offers information on the study of law at UNL, including information for prospective law students. This site includes pages on the admissions process, financial aid, fees and funding, contact information and recruiting events.

Extended Education and Outreach

Extended Education
& Outreach

http://online.unl.edu/

The UNL Extended Education and Outreach (EE&O) website offers information on distance programs and support services coordinated through EE&O, as well as links to conferences, updates and announcements about EE&O programs and activities.

College Bound Nebraska
College Portrait

Engineering private Student Loans

Private Student Loans

Private student loan volume is growing much more rapidly than federal student loan volume (e.g., 25% per year versus 8% per year). If current trends continue, annual private education loan volume will surpass federal student loan volume within a decade. Accordingly, it is important that students have tools they can use to compare different private student loans.

This page provides a basic comparison chart that highlights the key characteristics of the major private education loans. There is a separate list of private consolidation loans that can be used to consolidate private education loans.

For other sites that compare student loans, see FinAid's list of Student Loan Comparison Sites.

Best Private Student Loans

As a general rule, students should only consider obtaining a private education loan if they have maxed out the Federal Stafford Loan. They should also file the Free Application for Federal Student Aid (FAFSA), which may qualify them for grants, work-study and other forms of student aid. Undergraduate students should also compare costs with the Federal PLUS Loan, as the PLUS loan is usually much less expensive and has better repayment terms.

The fees charged by some lenders can significantly increase the cost of the loan. A loan with a relatively low interest rate but high fees can ultimately cost more than a loan with a somewhat higher interest rate and no fees. (The lenders that do not charge fees often roll the difference into the interest rate.) A good rule of thumb is that 3% to 4% in fees is about the same as a 1% higher interest rate.

Be wary of comparing loans with different repayment terms according to APR, as a longer loan term reduces the APR despite increasing the total amount of interest paid. FinAid's Loan Analyzer Calculator may be used to generate an apples-to-apples comparison of different loan programs.

The best private student loans will have interest rates of LIBOR + 2.0% or PRIME - 0.50% with no fees. Such loans will be competitive with the Federal PLUS Loan. Unfortunately, these rates often will be available only to borrowers with great credit who also have a creditworthy cosigner. It is unclear how many borrowers qualify for the best rates, although the top credit tier typically encompasses about 20% of borrowers.

Generally, borrowers should prefer loans that are pegged to the LIBOR index over loans that are pegged to the Prime Lending Rate, all else being equal, as the spread between the Prime Lending Rate and LIBOR has been increasing over time. Over the long term a loan with interest rates based on LIBOR will be less expensive than a loan based on the Prime Lending Rate. About half of lenders peg their private student loans to the LIBOR index and about 2/5 to the Prime lending rate.

Some lenders use the LIBOR rate because it reflects their cost of capital. Other lenders use the Prime Lending Rate because PRIME + 0.0% sounds better to consumers than LIBOR + 2.80% even when the rates are the same.

It is not uncommon for lenders to advertise a lower rate for the in-school and grace period, with a higher rate in effect when the loan enters repayment.

Private Student Loan Comparison Chart

The following table provides information about the annual and cumulative loan limits, interest rates, fees, and loan term for the most popular private student loan programs. Often the interest rates, fees and loan limits depend on the credit history of the borrower and co-signer, if any, and on loan options chosen by the borrower such as in-school deferment and repayment schedule. Loan term often depends on the total amount of debt.

Most lenders that require school certification (approval) will cap the annual loan amount at cost of education less aid received (COA-Aid). They may also have an annual dollar limit as well.

Lenders rarely give complete details of the terms of the private student loan until after the student submits an application, in part because this helps prevent comparisons based on cost. For example, many lenders will only advertise the lowest interest rate they charge (for good credit borrowers). Borrowers with bad credit can expect interest rates that are as much as 6% higher, loan fees that are as much as 9% higher, and loan limits that are two-thirds lower than the advertised figures.

The information presented in this table is based on lender literature and a survey of rates charged to actual students. Actual rates and fees may be higher. If only one rate is listed, it is the best rate offered by the lender, and actual rates for borrowers with inferior credit scores will be much higher. If only two rates are listed, they are the best and worst rates offered by the lender (min/max).



Online credit card engineering Loan aplications

The Pros and Cons of Debt Consolidation Loans


You are swimming in debt. You have 4 credit cards maxed out, a car loan, a consumer loan, and a house payment. Simply making the minimum payments is causing your distress and certainly not getting you out of debt. What should you do?

Some people feel that debt consolidation loans are the best option. A debt consolidation loans is one loan which pays off many other loans or lines of credit.

I'm sure you've seen the advertisements of smiling people who have chosen to take a consolidation loan. They seem to have had the weight of the world lifted off their shoulders. But are debt consolidation loans a good deal? Let's explore the pros and cons of this type of debt solution.

Pros

1. One payment versus many payments: The average citizen of the USA pays 11 different creditors every month. Making one single payment is much easier than figuring out who should get paid how much and when. This makes managing your finances much easier.

2. Reduced interest rates: Since the most common type of debt consolidation loan is the home equity loan, also called a second mortgage, the interest rates will be lower than most consumer debt interest rates. Your mortgage is a secured debt. This means that they have something they can take from you if you do not make your payment. Credit cards are unsecured loans. They have nothing except your word and your history. Since this is the case, unsecured loans typically have higher interest rates.

3. Lower monthly payments: Since the interest rate is lower and because you have one payment vs many, the amount you have to pay per month is typically decreased significantly.

4. Only one creditor: With a consolidated loan, you only have one creditor to deal with. If there are any problems or issues, you will only have to make one call instead of several. Once again, this simply makes controlling your finances much easier.

5. Tax Breaks: Interest paid to a credit card is money down the drain. Interest paid to a mortgage can be used as a tax write-off.

Sounds great, doesn't it? Before you run out and get a loan, let's look at the other side of the picture - the cons.

Cons

1. Easy to get into further debt: With an easier load to bear and more money left over at the end of the month, it might be easy to start using your credit cards again or continuing spending habits that got you into such credit card debt in the first place.

2. Longer time to pay off: Most mortgages are the 10 to 30 year variety. This means that rather than spend a couple of years getting out of credit card debt, you will be spending the length of your mortgage getting out of debt.

3. Spend more over the long haul: Even though the interest rate is less, if you take the loan out over a 30 year period, you may end up spending more than you would have if you had kept each individual loan.

4. You can lose everything: Consolidation loans are secured loans. If you didn't pay an unsecured credit card loan, it would give you a bad rating but your home would still be secure. If you do not pay a secured loan, they will take away whatever secured the loan. In most cases, this is your home.

As you can see, consolidated loans are not for everyone. Before you make a decision, you must realistically look at the pros and cons to determine if this is the right decision for you.

Wesley Atkins is the owner of http://www.credit-cards-advisor.com- which aims to get you fitted with the best credit cards to suit your situation. With numerous credit card articles and easy online credit card applications you will never choose the wrong credit card again.

Related Glossary civil engineering contrast

engineering Glossary Beam W10-14

Glossary » Beams » Simply Supported » Uniformly Distributed Load » Single Span » Wide Flange Steel I Beam » W10 × 39
For a simply supported beam in a single span, the maximum displacement w_max and the maximum normal stress stress_max occur at the center of the beam.
The tabulated data listed in this page are calculated based on the area moment of inertia (Ixx = 209 in4) for the W10 × 39 Wide Flange Steel I Beam and the typical Young's modulus (E = 3.046 × 107 psi) of steels. Note that the typical yielding stress Yield of steels can range from 1.015 × 104 to 2.970 × 105 psi. The purpose of this page is to give a rough estimation of the load-bearing capacity of this particular beam, rather than a guideline for designing actual building structures. Please check your local building codes for regulatory requirements.

Note: The weight of the beam itself is not included in the calculation.
L = 3 ft
L = 5 ft
L = 10 ft
L = 15 ft
L = 20 ft
L = 25 ft
L = 30 ft
L = 40 ft
L = 50 ft
L = 60 ft
L = 70 ft
L = 80 ft
L = 90 ft

Steel I Beam: W10 × 39 (Wide Flange 10 inch tall × 39 lbf/ft)
L = 3.00 ft
P (lbf/ft) w_max (in) stress_max (psi)
39.0 1.12 × 10-5 12.5
40.0 1.15 × 10-5 12.8
50.0 1.43 × 10-5 16.0
60.0 1.72 × 10-5 19.2
70.0 2.00 × 10-5 22.4
80.0 2.29 × 10-5 25.6
90.0 2.58 × 10-5 28.8
100 2.86 × 10-5 32.0
200 5.73 × 10-5 64.1
300 8.59 × 10-5 96.1
400 1.15 × 10-4 128
500 1.43 × 10-4 160
600 1.72 × 10-4 192
700 2.00 × 10-4 224
800 2.29 × 10-4 256
900 2.58 × 10-4 288
1000 2.86 × 10-4 320
2000 5.73 × 10-4 641
3000 8.59 × 10-4 961
4000 0.00115 1280
5000 0.00143 1600
6000 0.00172 1920
7000 0.00200 2240
8000 0.00229 2560
9000 0.00258 2880
1.00 × 104 0.00286 3200
2.00 × 104 0.00573 6410
3.00 × 104 0.00859 9610
4.00 × 104 0.0115 1.28 × 104
5.00 × 104 0.0143 1.60 × 104
6.00 × 104 0.0172 1.92 × 104
7.00 × 104 0.0200 2.24 × 104
8.00 × 104 0.0229 2.56 × 104
9.00 × 104 0.0258 2.88 × 104
1.00 × 105 0.0286 3.20 × 104
2.00 × 105 0.0573 6.41 × 104
3.00 × 105 0.0859 9.61 × 104
4.00 × 105 0.115 1.28 × 105
5.00 × 105 0.143 1.60 × 105
6.00 × 105 0.172 1.92 × 105
7.00 × 105 0.200 2.24 × 105
8.00 × 105 0.229 2.56 × 105
9.00 × 105 0.258 2.88 × 105
9.27 × 105 0.265 2.97 × 105



Glossary » Beams » Simply Supported » Uniformly Distributed Load » Single Span » Wide Flange Steel I Beam » W14 × 665
For a simply supported beam in a single span, the maximum displacement w_max and the maximum normal stress stress_max occur at the center of the beam.
The tabulated data listed in this page are calculated based on the area moment of inertia (Ixx = 12400 in4) for the W14 × 665 Wide Flange Steel I Beam and the typical Young's modulus (E = 3.046 × 107 psi) of steels. Note that the typical yielding stress Yield of steels can range from 1.015 × 104 to 2.970 × 105 psi. The purpose of this page is to give a rough estimation of the load-bearing capacity of this particular beam, rather than a guideline for designing actual building structures. Please check your local building codes for regulatory requirements.

Note: The weight of the beam itself is not included in the calculation.
L = 3 ft
L = 5 ft
L = 10 ft
L = 15 ft
L = 20 ft
L = 25 ft
L = 30 ft
L = 40 ft
L = 50 ft
L = 60 ft
L = 70 ft
L = 80 ft
L = 90 ft
L = 100 ft
L = 125 ft
L = 150 ft
Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft)
L = 3.00 ft
P (lbf/ft) w_max (in) stress_max (psi)
665 3.21 × 10-6 7.83
700 3.38 × 10-6 8.25
800 3.86 × 10-6 9.42
900 4.34 × 10-6 10.6
1000 4.83 × 10-6 11.8
2000 9.65 × 10-6 23.6
3000 1.45 × 10-5 35.3
4000 1.93 × 10-5 47.1
5000 2.41 × 10-5 58.9
6000 2.90 × 10-5 70.7
7000 3.38 × 10-5 82.5
8000 3.86 × 10-5 94.2
9000 4.34 × 10-5 106
1.00 × 104 4.83 × 10-5 118
2.00 × 104 9.65 × 10-5 236
3.00 × 104 1.45 × 10-4 353
4.00 × 104 1.93 × 10-4 471
5.00 × 104 2.41 × 10-4 589
6.00 × 104 2.90 × 10-4 707
7.00 × 104 3.38 × 10-4 825
8.00 × 104 3.86 × 10-4 942
9.00 × 104 4.34 × 10-4 1060
1.00 × 105 4.83 × 10-4 1180
2.00 × 105 9.65 × 10-4 2360
3.00 × 105 0.00145 3530
4.00 × 105 0.00193 4710
5.00 × 105 0.00241 5890
6.00 × 105 0.00290 7070
7.00 × 105 0.00338 8250
8.00 × 105 0.00386 9420
9.00 × 105 0.00434 1.06 × 104
1.00 × 106 0.00483 1.18 × 104
2.00 × 106 0.00965 2.36 × 104
3.00 × 106 0.0145 3.53 × 104
4.00 × 106 0.0193 4.71 × 104
5.00 × 106 0.0241 5.89 × 104
6.00 × 106 0.0290 7.07 × 104
7.00 × 106 0.0338 8.25 × 104
8.00 × 106 0.0386 9.42 × 104
9.00 × 106 0.0434 1.06 × 105
1.00 × 107 0.0483 1.18 × 105
2.00 × 107 0.0965 2.36 × 105
2.52 × 107 0.122 2.97 × 105