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SRT251 GROUP28

Posted 5 years ago. See our truss breaking! Posted 5 years ago. We have choosen to compare our truss to the trusses that were designed by group 29 and 34. With a break at 22 000 kPa our truss was the third strongest! The truss didn’t break as we thought it would. (See the sketch in the previous post). Under pressure the plywood wants to buckle, the nails are suppose to take up the shear and prevent the plywood to buckle out which will cause a break of the truss. If the nails would have been placed cl...

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SRT251 GROUP28 | srt251group28.tumblr.com Reviews
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Posted 5 years ago. See our truss breaking! Posted 5 years ago. We have choosen to compare our truss to the trusses that were designed by group 29 and 34. With a break at 22 000 kPa our truss was the third strongest! The truss didn’t break as we thought it would. (See the sketch in the previous post). Under pressure the plywood wants to buckle, the nails are suppose to take up the shear and prevent the plywood to buckle out which will cause a break of the truss. If the nails would have been placed cl...
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1 video
2 text
3 comparison
4 our truss
5 ad quality pine
6 the prediction
7 photo
8 notes
9 zoom
10 the hammer beam truss
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SRT251 GROUP28 | srt251group28.tumblr.com Reviews

https://srt251group28.tumblr.com

Posted 5 years ago. See our truss breaking! Posted 5 years ago. We have choosen to compare our truss to the trusses that were designed by group 29 and 34. With a break at 22 000 kPa our truss was the third strongest! The truss didn’t break as we thought it would. (See the sketch in the previous post). Under pressure the plywood wants to buckle, the nails are suppose to take up the shear and prevent the plywood to buckle out which will cause a break of the truss. If the nails would have been placed cl...

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srt251group28.tumblr.com srt251group28.tumblr.com
1

SRT251 GROUP28 — Comparison

http://srt251group28.tumblr.com/post/535278489/comparison

We have choosen to compare our truss to the trusses that were designed by group 29 and 34. With a break at 22 000 kPa our truss was the third strongest! The truss didn’t break as we thought it would. (See the sketch in the previous post). If we would have flipped our pine and placed it the other side around with a wider top and bottom flange, more material (mass of wood) would have been placed further away from the centre axis which would have made our truss even stronger. Under pressure the plywood want...

2

SRT251 GROUP28 — The Prediction

http://srt251group28.tumblr.com/post/535271638/the-prediction

Because our truss was rigid in the middle (Force divided by three members in centre) and covered by two layers of plywood on each side we predict that it will break from corners, or maybe some compression/tension members in the truss. Click on the image below…. Posted on Tuesday, April 20 2010.

3

SRT251 GROUP28 — the process of building the trussFirst we...

http://srt251group28.tumblr.com/post/515729979/the-process-of-building-the-truss-first-we

The process of building the truss. First we measured the timbers in order to cut them according to the calculates that we did before. After cutting them we tested them to get sure each part will butt tight to another. Then we started fixing the timbers from the top chords. We knew that the top chords will experience more pressure than the others so they should fix strongly to the vertical timbers. Because of that we stubbed the screws to the vertical ones by 45 degree to the left and right part of each.

4

SRT251 GROUP28 : Photo

http://srt251group28.tumblr.com/image/454157568

5

SRT251 GROUP28 — different types of trusses : Traditional trussed...

http://srt251group28.tumblr.com/post/454157568/different-types-of-trusses-traditional-trussed

Different types of trusses :. Traditional trussed roofs have steep pitches. This is due to design to shed snow and was influenced by the roofing materials of the time (e.g. shingles, slates. And tiles). The loadings on the truss members and the connections are reduced when the depth of the truss is increased by steepening the roof pitch. It may be that a heavy membered truss has a better appearance for a particular structure, while, for another, a fine framework may be more appropriate.

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srt251group28.tumblr.com srt251group28.tumblr.com

SRT251 GROUP28

Posted 5 years ago. See our truss breaking! Posted 5 years ago. We have choosen to compare our truss to the trusses that were designed by group 29 and 34. With a break at 22 000 kPa our truss was the third strongest! The truss didn’t break as we thought it would. (See the sketch in the previous post). Under pressure the plywood wants to buckle, the nails are suppose to take up the shear and prevent the plywood to buckle out which will cause a break of the truss. If the nails would have been placed cl...

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JAmes Fielding

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SRT251 Construction and Structures 2

SRT251 Construction and Structures 2. Tuesday, June 3, 2008. Below is an article I came across while gathering information for major project, got it off http:/ www.greenroofs.com/guest features.htm. A green roofing resourceBy James R. Kirby, AIAGraphics Courtesy Professional Roofing Magazine. With the proliferation of the sustainability movement within the construction industry, green roofing is touted as one of the ways to make roof systems more environmentally friendly. Recognizing this trend, NRCA.

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C+S 2

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