Questions
Design of circular slab with simply supported condition. Effective span = 5.4 m c/c Floor finish...

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...

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

A rectangular footing 2.0 m by 3.0 m is built in a homogeneous bed of sand...

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

  1. Justify the adequacy of the footing if the proposed design load on the foundation is 1500 kN.                                                                                                                             
  1. Calculate the safe load can be carried by the footing if the water table is located at a depth 1.0 m below the ground Level.                                                                               

     y=2

In: Civil Engineering

2. There are two primary methods of building up a solution to an engineering model, 1)...

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...

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...

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...

can you give me a conceptual framework on the research topic "Impact Of Variation Order in Construction Project?"

In: Civil Engineering

Discuss the significance of Reynold number for the classification of the type of fluid flow.

Discuss the significance of Reynold number for the classification of the type of fluid flow.

In: Civil Engineering

In your city, the number of traffic accidents is relatively large, propose a step by step...

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....

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)...

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...

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....

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...

- 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...

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