Sectional bending moment due to counting load MU =
525 kN
Find the amount of reinforcement required. The cover thickness is
40mm, and the stirrup rebar is D10.
Design. Compressed reinforcing bars do not have to be yielded, and
the size of the section can only be increased if design is not
possible under the given conditions.
b = 330 mm, h = 600 mm, f ck = 40 MPa, f y = 500 MPa, using tensile and compressed rebar D16
In: Civil Engineering
In: Civil Engineering
How Does the Ratio of Sand to Cement Affect the Strength of Concrete? Explain in details
In: Civil Engineering
The speeds of 80 vehicles were collected from a roadway section to estimate the mean speed. The margin of error for this sample mean was reported as 4 km/h at the confidence level of 90%. What is the sample size required to reduce this margin of error to 2 km/h (i.e., to ensure that the true mean is within ±2km/h of the sample mean 90% of the time)?
In: Civil Engineering
1.Answer the following questions.
a)A solid shaft transmits 75kW power at 200rpm.Determine the diameter of the shaft if the twist in the shaft is not exceeded 10 in 1m length of the shaft, and shear stress is limited to 50N/mm^2.
Take rigidity modulus, G=100kN/mm^2
b)A hollow shaft with a diameter ratio of 0.7(internal outside) is required to transmit 500kW at 300 rpm with a uniform twisting moment. Allowable shear stress in the material is 70N/mm^2 and twist in a length of 2.5m is not to exceed 10.Determine the maximum external diameter of the shaft satisfying these conditions. Take modulus of rigidity G= 80KN/mm^2
In: Civil Engineering
Design a set of activated sludge aeration tanks. The flow rate to treat is 5.6 MGD and the BOD concentration is 150 mg/L. The design solids concentration (X) at steady-state is 2,000 mg/l. The design MCRT is 7 days. The kinetic coefficients are as follows: K = 2 g BODg cells⋅d, Ks = 25 BOD/L, Kd = 0.06 day-1, Y = 0.5 g BODg cells⋅d. The influent ammonia concentration is 40 mg/l and nitrification is needed. It takes 1400 ft3of air per pound of BOD. Use rectangular tanks with a depth of 12 ft, a length to width ratio of 6 to 1, and a maximum length of 110 ft. Determine the following:
a) The hydraulic retention time (hr)
b) The steady-state effluent BOD concentration (mg/L)
c) The number of tanks and their lengths (ft) and widths (ft)
d) The air requirement (ft3/min)
In: Civil Engineering
|
The project management plan is the most important planning document produced with inputs from several project team members. In which of the following processes will the project management plan NOT be updated? |
|
Monitor and Control Project Work |
|
Develop Project Charter |
|
Perform Integrated Change Control |
|
Direct and Manage Project Work |
|
There are three projects: Which project should be selected if NPV criterion is used? |
|
Project A |
|
Project B |
|
Project C |
|
Project A, B, or C can be selected, because all of them have equal value |
|
Project integration management includes the processes and activities needed to identify, define, combine, unify and coordinate the various processes and project management activities within the project management process group. When a project is initiated, one of the processes taken up early on in the project initiation stage is: |
|
Identify Stakeholders |
|
Define Scope |
|
Plan Human Resource Management |
|
Develop Project Management Plan |
In: Civil Engineering
Identify the emerging role of aircraft and parachutes in supporting and maintaining pressure or defensive efforts on certain fronts.
In: Civil Engineering
Find the depth and top width of a triangular notch capable of
discharging a maximum quantity of 700 lit/sec and such that the
head shall be 8 cm when the discharge is 6 lit/sec. The K for the
notch is the same as for a right angled notch, that has a value
of, K = 1.42.
In: Civil Engineering
Describe 2 advantages and 2 disadvantages for masonry building,reinforced concrete building and steel structural building,respectively
In: Civil Engineering
Describe the mainfeatures of civil engineering in history.
1)Ancienttimes
2)Recenttimes
3)Moderntimes
In: Civil Engineering
Explain the priorities of connections when we plan and design connections in urban areas.
In: Civil Engineering
Explain characteristics of “Perimeter blocks”
In: Civil Engineering
A simply supported flanged beam subjected to a factored load of 60 kN/m (including dead load and live load). The beam has an overall depth of 600 mm including slab thickness of 100 mm. The width of the beam is 230 mm, effective span of the beam is 6.25 m and effective cover to the tension reinforcement is 50 mm. Assume M25 grade concrete and Fe415 steel. Check whether the beam needs to be designed as singly reinforced or doubly reinforced
In: Civil Engineering
what are the Municipal solid waste management strategies?and industrial waste management strategies ?
In: Civil Engineering