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Concrete weights 23.5 kN/m^3 and water weights 9790 N/m^3. Coefficient of friction between the dam and foundation is 0.55. Determine the factors of safety against sliding and against overturning, and also the soil pressure at the heel and toe. Assume hydrostatic uplift varies uniformly from full hydrostatic head at the heel of the dam to zero at the toe. consider 1m length of dam.
Write a paper on steel sustainability.
Working a problem where there are two one-story buildings of different heights next to each other. Earthquake imparts a base motion z(t) that is a cosine function. I'm given a shape function for a column of height L when deriving the EOM for each ..
The tape is stretched over three equal spans. Calculate the tape corrections under the following conditions at field, temperature = 85ºF, pull = 18kg, E= 2.109 x 10 6 kg/cm 2
A soil borrow material in its natural state in the ground has a unit weight of 118pcf. Its natural water content is 7%. What is the dry unit weight of this material?
Air can be assumed as a di-atomic ideal gas. Find the final temperature and the amount of work ( in kW) required for air compression at a rate of 100 mol/s , from an initial condition of 1 bar an 25 C to 10 bar; for the following ways:
Calculate the depreciation using straight-line, double-declining-balance (DBB), and MACRS (current IRS regulation) methods; and tabulate the depreciation schedule.
To provide knowledge and practice AutoCAD software package for engineering activities.
Set up life cycle diagram for both alternatives and calculate net present value (NPT) and annual cost for the life time.
Land is extremely valuable in this area therefore to win this job you need to consider innovative approach to reduce the waste areas
In the construction management, there is a lot of procurement route that are necessary and suitable for the construction industry.
Evaluate company performance in relation to GRI standards and comment on Stigler's theory.
Writing case study about bridge collapse
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