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 contracts.
In: Civil Engineering
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 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 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 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) 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 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 40-kip tandem axles. Determine the Daily W18 and the 20-yr W18.
In: Civil Engineering
In: Civil Engineering
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 or compressive stress?
In: Civil Engineering
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, no hand writing. Thank you
In: Civil Engineering
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