5 for LVL, 5. Where the spacing of nails in a line parallel to the grain is
less than 14d the cumulative capacity of a row of nails is less
than the sum of each individual nail (EC5-1-1 8. 15]or 2. 7Restrained at both ends in position and at one end in
direction0. . Permission to reproduce extracts from BS EN 1995-1-1 is
granted by BSIDetailed design354 www.
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2 for solid timber= 0. (7 1 . 5 0. Timber from hardwoods tends to be more dense than softwoods, though there are exceptions. 16 Failure modes in 2 and 3 member joints made with
steel plates (BSI, 2004). All these advantages make the US the largest wood products producing country in the world.
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( )2 3. 1 1. LA, MDF. 25LYL, plywood, OSB 1. com 353andc,o,d c,o,dc,o,dmm,y,dm,y,dm,y,dm,z,m,z, dm,z,dfc,o,dfc,o,dkf fm,y,df fm,y,d m,z,f fm,z,+ ++ +m+ +mm,y,d+ +m,y,d+ +k+ +k2[6.
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0 k l 1. 4 3. Permission to reproduce extracts from
BS EN 338 is granted by BSITable 19. 2 Grading of go and wood-based productsAll sawn timber used structurally should be traceable by the
marking of each piece with an appropriate stamp describing the
grade, the source of the material and how it was graded (visually
or by machine with reference to an approved person or machine). Industrial roundwood:New Zealand (16%); Russian Federation (14%); United States of America (9%); Czechia (6%); Canada (5%); Germany (4%); Poland (4%); Australia (3%); France (3%); Papua New Guinea (3%); Norway (3%).
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(12++ +)+ +). (whereF y,Rk is the characteristic load carrying capacity per shear
plane per fastenerf h,i,k is the characteristic embedment strength in the timber
membert 1 is the smaller of the thicknesses of the timber side member
or the penetration deptht 2 is the thickness of the timber middle memberd is the fastener diameterM y,R,k is the characteristic fastener yield momentF ax,Rk is the characteristic axial withdrawal capacity of the
fastener19. 0 for all other shapes and materials. 60 0. (. 5.
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It is com-mon
practice to provide a camber of twice the instantaneous defl ection
due to permanent actions. 1 0rel,1 0rel,( . (whereF y,Rk is the characteristic load carrying capacity per shear
plane per fastenerf h,i,k is the characteristic embedment strength in the timber
membert 1 is the smaller of the thicknesses of the timber side member
or the penetration deptht 2 is the thickness of the timber middle memberd is the fastener diameterM y,R,k is the characteristic fastener yield momentF ax,Rk is the characteristic axial withdrawal capacity of the
fastener19. 1 Design criteriaThe arrangement and sizes of fasteners in a connection in
-cluding the fastener spacings edge and end distances give the
required strength and stiffness. 00 4.
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62] k v = min. 4 of EC5 gives examples of corrosion protection to be
provided for fasteners and metal plates used with timber
structures. The strength capacity of a connection has to be reduced where it
is subject to alternating long and medium term mem-ber forces. 60 0. moved here Permission to
reproduce extracts from UK NA BS EN 1995-1-1 is granted by BSIDetailed design358 www.
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(Fax,RFax,R. They are used mainly in roof and fl oor
constructions but now wall thicknesses are increas-ing to
accommodate thermal insulation they are fi nding grow-ing
application in walls. Modifi cation factors for the dimensions of members are:k h the depth factor in bending or width factor in tension
members=1500 2h0 2. icemanuals. (5 2. 00Glued laminated timberEN 14080 0.
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80 2. For all three forms of laminated construction the timber has to
be kiln dried to a moisture content within 3% of the equilibrium
moisture content that will be achieved in service which usually
means drying to between 10% and 15% mois-ture content. Timber and wood-based productsICE Manual of Structural Design: Buildings 2012 Institution of
Civil EngineCopyright © 2022 VDOCUMENTmore lessPowerShow. 4. 0 6.
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12 but should be checked
against manufacturers information. BS 5268 may therefore be considered fail
safe if modification factors are not used whereas EC5 is fail
unsafe if modification factors are not used. .