000 01394nam  2200325zi 4500
0019.926454
003CaOODSP
00520230824072742
006m     o  d f      
007cr |n|||||||||
008230823s1976    oncad   o    f000 0 eng d
040 |aCaOODSP|beng|erda|cCaOODSP
043 |an-cn---
0861 |aA58-4/592E-PDF
1001 |aJackson, H.A., |eauthor.
24510|aCanada plan service truss design / |cH.A. Jackson.
264 1|aOttawa, |bEngineering Research Service, Research Branch, Agriculture Canada, |c[1976?]
300 |a1 online resource (7 pages) : |billustrations, charts.
336 |atext|btxt|2rdacontent
337 |acomputer|bc|2rdamedia
338 |aonline resource|bcr|2rdacarrier
4901 |aContribution ; |vno. 592
520 |a"To review the analysis used to design CPS Roof Trusses, consider plan C-42, 40' span truss, 33 psf roof load at 4' oc spacing, #1 grade spruce lumber"--Page [1].
650 0|aRoof trusses.
650 0|aRoofs|xDesign and construction.
650 6|aFermes de toit.
650 6|aToits|xConception et construction.
7101 |aCanada. |bAgriculture Canada. |bEngineering Research Service, |eissuing body.
830#0|aContribution (Canada. Agriculture Canada. Engineering Research Service)|vno. 592.
85640|qPDF|s2.10 MB|uhttps://publications.gc.ca/collections/collection_2023/aac-aafc/A58-4-592-eng.pdf