midterm 2009

midterm 2009 - McGILL UNIVERSITY Department of Civil...

Info iconThis preview shows pages 1–2. Sign up to view the full content.

View Full Document Right Arrow Icon
McGILL UNIVERSITY Department of Civil Engineering and Applied Mechanics CIVE 317 Structural Engineering I Mid term examination 21 October 2009 Open book, open notes. Total duration of 90 minutes: 10h35-12h05. The examination will be marked out of 30. All calculations to be done according to NBC 2005 . State your assumptions whenever applicable. Use the following climatic data for selected locations whenever applicable. Location Snow loads, kPa, 1/50 Hourly wind pressures, kPa S s S r 1/10 1/50 Montréal (downtown) 2.6 0.4 0.31 0.40 Boucherville 2.5 0.4 0.31 0.40 Part 1 Snow loads on a restaurant flat roof (10 marks total) Figure P1-a shows a picture of the facade of Le Caveau Restaurant as seen from President-Kennedy Avenue in downtown Montréal. The restaurant is adjacent to the McCord Museum building, which can be seen in the background. Calculation of the snow loads on the roof of Le Caveau building had to be revised in the early 1990s when the McCord Museum building was expanded to include two additional stories and a roof penthouse. Consider the following: The roof plan dimensions of Le Caveau building are 15 m x 6 m. The difference in elevation between the roof of the restaurant and the
Background image of page 1

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
Image of page 2
This is the end of the preview. Sign up to access the rest of the document.

This note was uploaded on 12/01/2009 for the course CIVE 317 taught by Professor Mcclure during the Fall '08 term at McGill.

Page1 / 4

midterm 2009 - McGILL UNIVERSITY Department of Civil...

This preview shows document pages 1 - 2. Sign up to view the full document.

View Full Document Right Arrow Icon
Ask a homework question - tutors are online