EBK RESIDENTIAL CONSTRUCTION ACADEMY: H
5th Edition
ISBN: 9781337672030
Author: FLETCHER
Publisher: CENGAGE LEARNING - CONSIGNMENT
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Chapter 7, Problem 2RQ
To determine
The definition of service drop
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The following relates to Problems 4 and 5.
Christchurch, New Zealand experienced a major earthquake on February 22, 2011. It destroyed 100,000
homes. Data were collected on a sample of 300 damaged homes. These data are saved in the file called
CIEG315 Homework 4 data.xlsx, which is available on Canvas under Files. A subset of the data is
shown in the accompanying table. Two of the variables are qualitative in nature: Wall construction and
roof construction. Two of the variables are quantitative: (1) Peak ground acceleration (PGA), a measure
of the intensity of ground shaking that the home experienced in the earthquake (in units of acceleration of
gravity, g); (2) Damage, which indicates the amount of damage experienced in the earthquake in New
Zealand dollars; and (3) Building value, the pre-earthquake value of the home in New Zealand dollars.
PGA (g) Damage (NZ$) Building Value (NZ$) Wall Construction Roof Construction
Property ID
1
0.645
2
0.101
141,416
2,826
253,000
B
305,000
B
T
3…
find SFD and BMD
The data needed to answer this question is given by this link: https://docs.google.com/spreadsheets/d/1vzb03U7Uvzm7X-by3OchQNwYeREzbP6Z-xzZMP2tzNw/edit?usp=sharing
if it is easier to make a copy of the data because it is on view only then feel free to do so.
Chapter 7 Solutions
EBK RESIDENTIAL CONSTRUCTION ACADEMY: H
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Similar questions
- The data needed to answer this question is given in the following link (file is on view only so if you would like to make a copy to make it easier for yourself feel free to do so) https://docs.google.com/spreadsheets/d/1aV5rsxdNjHnkeTkm5VqHzBXZgW-Ptbs3vqwk0SYiQPo/edit?usp=sharingarrow_forwardA k 000 6 ft A kips Bl D ft C C kips 10 ft 12 ft E B k/ft D E ft tarrow_forwardH.W: show that the equations 1. (x+y)dy+(x-y)dx = 0 2. x²dy+(y²-xy)dx = 0 are homogeneous and solve:arrow_forward
- H.W: Solve the differential equation y' - (1+x)(1 + y²) = 0arrow_forwardThe benchmark is 00.00. The backsights are 6.00, 9.32 and 13.75 and 14.00 The foresights are 6.00, 9.00 and 3.22. What is the height of the instrument? H.I. - 100.00 - 124.85 - 43.07- 24.85arrow_forwardThe benchmark is 100.00. The backsights are 4.00, 6.32 and 12.75. The foresights are 6.00, 9.00 and 3.22. What is the elevation of the point? - 95.14 - 123.08 - 104.85 - 81.78arrow_forward
- Determine the stiffness matirx of the entire truss in Global co-ordinate system, clearly indicate the degrees of freedom numbers in the stiffness matrix.arrow_forwardDetermine the stiffness matrices of elements 2, 3 and 4 in the global co-ordinate system. Assume A=0.0015m2 and E=200GPa, indicate the degrees of freedom in all stiffness matricies.arrow_forwardA short plain concrete column with cross-section dimensions of 12 in x 12 in is to be constructed. If the compressive strength of the concrete (f’c) is 5000 psi, what is the maximum load that can be safely applied to the column? - 600 k - 950 k - 720 k - 347 karrow_forward
- The borrow pit has 2000 cyds of suitable fill. The fill required for the project is 1900 cyds. The swell factor is 10% and the shrinkage factor is 15%. How much more borrow do we need? Or is there extra? - 13 yards extra - 13 yards short - 200 yards extra - 161 yards shortarrow_forwardThe job site has a primary vertical control point with a reference benchmark of 100 ft. An instrument is set up with an HI of 5.42 ft above the BM. A grade stake is set at an elevation of 96 ft. What is the height reading on the rod at the grade stake? - 9.42 ft - 4.00 ft - 1.42 ft - 5.42 ftarrow_forwardAssume you have a simple beam 16 ft long supported on each end by R1 and R2. There is a concentrated load of 900 lb that is 4 ft from R2. Reaction R1 is pinned 12 ft from the load. Reaction R1 is 225 lb and R2 is 675 lb. What is the maximum bending moment in pounds per foot? - 3,600 - 1,800 - 2,700- 900arrow_forward
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