Questions
HOW DO YOU DETERMINE IF A SECTION IS COMPACT OR NON COMPACT ACCORDING TO SLENDERNESS LIMITS

HOW DO YOU DETERMINE IF A SECTION IS COMPACT OR NON COMPACT ACCORDING TO SLENDERNESS LIMITS

In: Civil Engineering

What are the situations where time is called to be ‘at large’? In reference to construction...

What are the situations where time is called to be ‘at large’? In reference to construction contracts.

In: Civil Engineering

Describe briefly a conceptual model of the hydrological cycle. Include in your discussion reasons for conceptualisation...

Describe briefly a conceptual model of the hydrological cycle. Include in your discussion reasons for conceptualisation of the hydrological cycle in the manner required for development of your model. (typing answer please)

In: Civil Engineering

How would you go about testing rainfall records to access their reliability? you can assume that...

How would you go about testing rainfall records to access their reliability? you can assume that other rainfall records are available both in the same region and within close regions

In: Civil Engineering

Produce a fully researched and referenced report (indicative word range 2,250–2,500 words) for a client that...

Produce a fully researched and referenced report (indicative word range 2,250–2,500 words) for a client that explains a particular system, type or design of an innovative modern method of construction suitable for a new primary school.
Your report should:
• include a critical appraisal that evaluates the relative merits of this method of construction over that of a more traditional type of construction;
• address various environmental and sustainability issues.

Please state any assumptions you make in the report. Assumptions can be made as to any specific type of facility, arrangements, layout or size. Please ensure that you write in your own words and that all sources are fully referenced.
Report guidance
The report could look at an offsite system of prefabricated schools.

In: Civil Engineering

describe briefly a conceptual model of the hydrological cycle includes in your discussion reasons for conceptualisation...

describe briefly a conceptual model of the hydrological cycle includes in your discussion reasons for conceptualisation of the hydrological cycle in the manner required for development of your model

In: Civil Engineering

1) Moisture diffusion is when moisture-laden air infiltrates between different building materials. True or false? 2)...

1) Moisture diffusion is when moisture-laden air infiltrates between different building materials. True or false?

2) Tyvek (or any house wrap) is generally considered to be a:

a.

vapor retarder

b.

air retarder

c.

sheathing

d.

siding

3) Moisture can enter a building through which of the following?

a.

air infiltration

b.

capillary attraction

c.

diffusion

d.

leaks

e.

all of the above

f.

a and d only

4) A "smart" vapor retarder (barrier) changes permeability with humidity. True or false?

5) In heated buildings, the vapor flow is generally

from the inside to the outside of the envelope.

from the outside to the inside of the envelope.

In: Civil Engineering

1. How does the organization encourage informed, Purposeful and active citizenship? 2. What can students do...

1. How does the organization encourage informed, Purposeful and active citizenship?

2. What can students do to be active within the chosen organization?

3. What has this assignment taught you about the importance about the organization's work?

In: Civil Engineering

Problem 2 The daily traffic has 1080 20-kip single axles, 400 24-kip single axles, and 680...

Problem 2 The daily traffic has 1080 20-kip single axles, 400 24-kip single axles, and 680 40-kip tandem axles. Determine the Daily W18 and the 20-yr W18.

In: Civil Engineering

If different methods are used, can it be decrease live load? If different methods are used,...

If different methods are used, can it be decrease live load?

If different methods are used, can it be decrease live load?
i dont have to much time ple help

In: Civil Engineering

Chapter 1 and 2 "The Revolt of Engineers": Layton describes the approaches of the four founder...

Chapter 1 and 2 "The Revolt of Engineers": Layton describes the approaches of the four founder societies of engineering professionals--ASCE, AIME, ASME, and AIEE. In 3-4 sentences, state which of these organizations would be most appealing to you to join based on its membership criteria, stances on professional behavior, and relationship to business, and why. In 1-2 sentences, state which would be least appealing and why?

In: Civil Engineering

When a material is left with a decreasing temperature without external force, does it feel tensile...

When a material is left with a decreasing temperature without external force, does it feel tensile or compressive stress?

In: Civil Engineering

Use the Gauss-Seidel method (a) without relaxation and (b) with relaxation (l 5 0.95) to solve...

Use the Gauss-Seidel method (a) without relaxation and (b) with relaxation (l 5 0.95) to solve the following system to a tolerance of es 5 5%. If necessary, rearrange the equations to achieve convergence. 23x1 1 x2 1 12x3 5 50 6x1 2 x2 2 x3 5 3 6x1 1 9x2 1 x3 5 40

In: Civil Engineering

Question 6: Define two concrete mixture performance problems caused by aggregate properties. Please TYPE your answer,...

Question 6: Define two concrete mixture performance problems caused by aggregate properties.

Please TYPE your answer, no hand writing. Thank you

In: Civil Engineering

A square footing 4 m × 4 m is located at a depth of 1.0 m...

A square footing 4 m × 4 m is located at a depth of 1.0 m in a layer of saturated clay 13 m thick, a firm stratum lies immediately below the clay. Characteristic parameters obtained from oedometer and triaxial tests for the clay are as follows: A= 0.42, cu =100 kPa, , u  0 c' 0, ' 32, 0.065 / , 2 mv  m MN 3  sat  21kN / m , Eu = 300cu. Determine the total settlement under the centre of the footing carrying a net pressure of 200 kPa using Skempton-Bjerrum method.

In: Civil Engineering