Design of circular slab with simply supported condition.
Effective span = 5.4 m c/c
Floor finish = 1.5 kN/m2
Imposed load = 3 kN/m2
Characteristic strength of concrete (fck) = 35N/mm2
Characteristic strength of steel (fyk) = 500 N/mm2
Assume cover
In: Civil Engineering
Environmental issues have become critical concerns of businesses in recent years. Therefore, Environment Ministries in different countries is urging organizations to consider adopting the ISO 14000 Environmental Management Standards. Evaluate FOUR (4) challenges among the Malaysian companies to receive ISO14000 so explaining in detail ?
In: Civil Engineering
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A rectangular footing 2.0 m by 3.0 m is built in a homogeneous bed of sand of having bulk unit weight 20 kN/m3 and saturated unit weight 21 kN/m3 with an angle of shearing resistance of (30+Y)o. The depth of the base of footing is 1.8 m below the ground surface and water table is located at a depth of 1.0m below the base of the foundation. Consider the factor of safety of 3. Use Terzaghi’s Analysis |
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y=2 |
In: Civil Engineering
2. There are two primary methods of building up a solution to an engineering model, 1) analytical, and 2) numerical. Provide a description of each of these methods, explaining in detail what they are being employed for, when they would be employed, and why a given method would be employed rather than the other. answer should be relavent to engineering system unit please.
In: Civil Engineering
A 1000 litre containment tank catches the outflow from a processing apparatus which has 800 litres of water with 2 g of chemical agent dissolved in it. Additional supply comes into the tank at 3 litres/hr containing 5 g/litre of the chemical agent. The solution leaves the containment tank at 3 litres/hr. When the amount of chemical agent in the containment tank reaches 500 g, no more supply is allowed to enter the system. Instead, fresh water is input into the tank at 2 litres/hr; and at the same time, the outflow is increased to 4 litres/hr. How much chemical agent is held in the containment tank at any time t. Assume all liquids are well-mixed. (10 marks.) Please provide the explanation of the method and as much as step uh can with proper calculation.
In: Civil Engineering
1. Provide a detailed explanation of the process that should be taken when testing an engineering model. In your explanation describe what you are doing at each step and why you are doing it. please provide answer related to engienerring system unit
In: Civil Engineering
can you give me a conceptual framework on the research topic "Impact Of Variation Order in Construction Project?"
In: Civil Engineering
In: Civil Engineering
In your city, the number of traffic accidents is relatively large, propose a step by step procedure to improve traffic safety
In: Civil Engineering
Mode of instability in rock mass is mostly controlled by the
orientation and type of discontinuities. Thus, the selection of
stabilization must be made based on the mode of instability. Answer
the following question:
a) Name FOUR (4) basic mechanisms of rock slope instability.
b) List the THREE (3) main parameters that control the stability of
a jointed rock slope.
It is a common practice to install rock bolt together with
cement grout. For an unstable slope face why such practice is
highly recommended. What is the purpose of cement grout in rock
bolt installation?
In: Civil Engineering
An area of 200 ha will be used to grow Alfafa (47 ha), Corn (70 ha) and Tomato (83 ha). The latitude of the area is 380 N. If the monthly temperatures for July, August and September are 21, 20, and 190 C, respectively, calculate the total consumptive use by Blaney-Criddle.
In: Civil Engineering
At the end of the CD triaxial pressure experiment on a normal consolidated clay, the sample was defeated along a plane of 570. When another sample with the same properties was tested in the CU experiment, the pore pressure in the defeat was measured as 85 kPa. According to the cell pressures (63) 200 kPa in both experiments; a) At the end of the A = CD experiment, find the effective internal friction angle and the difference in prime stress. b) At the end of B = CU experiment, find the total angle of internal friction and angle of defeat plane. c) In the C = CU test, find the shear strength in the plane of failure.
In: Civil Engineering
in table 1 the failure load obtained from the compressive strength test at the laboratory are presented. sate whether those values are satisfactory according to TS EN206 1;2004 or not verify your results. concrete class C35. Determine also standard deviation and variance
Table 1 Failure load for 200 mm cubic samples
| NO | FAILURE LOAD (KN) |
| 1 | 1645 |
| 2 | 1646 |
|
3 |
1641 |
| 4 | 1641 |
| 5 | 1641 |
PLEASE CAN YOU SLOVE IT STEP BY STEP
In: Civil Engineering
- Which one is NOT the normal component of plain concrete?
Cement
Gravel
Sand
Air
Steel Rods
- What is the possible range of strength of concrete that you normally use in residential construction?
500-1000 psi
3000-5000 psi
30,000-50,000 psi
300,000-500,000 psi
- Which of the following statements about coarse aggregate in concrete is NOT true?
Aggregates should be relatively free from flat and elongated particles
Uniform size (same size) coarse aggregates are good for making concrete.
Well graded coarse aggregate is best for making concrete.
Heavily porous coarse aggregate is not good for making concrete.
In: Civil Engineering
Describe an intersection that you are familiar with and describe some characteristic using the terms described in this module on how improvements might be made?
In: Civil Engineering