Chapter 10, Problem 15RQ

find SFD and BMD by using slope deflection method

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.

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=sharing

A k 000 6 ft A kips Bl D ft C C kips 10 ft 12 ft E B k/ft D E ft t

H.W: show that the equations 1. (x+y)dy+(x-y)dx = 0 2. x²dy+(y²-xy)dx = 0 are homogeneous and solve:

H.W: Solve the differential equation y' - (1+x)(1 + y²) = 0

The 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- 24.85