thirteen wood construction: materials & beams Timber Wood Beam Design Wood Properties

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1 ELEMENTS OF ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SPRING 2018 lecture thirteen wood construction: materials & beams Wood Beams 1 Wood National Design Specification f Wood Beams 2 American Wood Council ASD & LRFD (combined in 2005) adjustment factors x tabulated stress = allowable stress adjustment factors terms, C with subscript i.e, bending: b F F b b product of adjustment factors Timber lightweight : strength ~ like steel strengths vary by wood type by direction by flaws size varies by tree growth renewable resource manufactured wood assembles pieces Wood Beams 3 Wood Properties cell structure and density adhesives Wood Beams 4 softwood hardwood 1

2 Wood Properties moisture exchanges with air easily excessive drying causes warping and shrinkage strength varies some temperature steam volatile products combustion Wood Properties load duration short duration higher loads normal duration creep > 10 years additional deformation with no additional load Wood Beams 5 Wood Beams 6 Structural Lumber dimension 2 x s (nominal) beams, posts, timber, planks grading Wood Beams 7 select structural no. 1, 2, & 3 tabular values by species glu-lam plywood Adjustment Factors terms Wood Beams 8 C D = load duration factor C M = wet service factor 1.0 dry 19% MC sawn 1.0 dry 16% MC glu-lam C F = size factor visually graded sawn lumber and round timber > 12 depth C F 9 ( 12 / d ) Table 5.2 (pg 177) 2

3 Adjustment Factors terms C fu = flat use factor not decking C i = incising factor increase depth for pressure treatment C t = temperature factor lose strength at high temperatures Adjustment Factors terms C r = repetitive member factor C H = shear stress factor splitting C V = volume factor same as C F for glue laminated timber C L = beam stability factor beams without full lateral support C C = curvature factor for laminated arches Wood Beams 9 Wood Beams 10 Allowable Stresses design values F b : bending stress F t : tensile stress strong F v : horizontal shear stress weak F c : compression stress (perpendicular to grain) F c : compression stress (parallel to grain) strong E: modulus of elasticity F p : bearing stress (parallel to grain) Load Combinations design loads, take the bigger of (dead loads)/0.9 (dead loads + any possible combination of live loads)/c D deflection limits no load factors for stiffer members: T max from LL + 0.5(DL) Wood Beams 11 Wood Beams 12 3

4 Criteria Criteria strength design bending stresses predominate shear stresses occur serviceability limit deflection and cracking control noise & vibration no excessive settlement of foundations durability appearance component damage ponding superpositioning use of beam charts elastic range only! add moment diagrams add deflection CURVES (not maximums) = + Wood Beams 13 Wood Beams 14 Deflection Limits based on service condition, severity Use LL only DL+LL Roof beams: Industrial L/180 L/120 Commercial plaster ceiling L/240 L/180 no plaster L/360 L/240 Floor beams: Ordinary Usage L/360 L/240 Roof or floor (damageable elements) L/480 Lateral Buckling lateral buckling caused by compressive forces at top coupled with insufficient rigidity can occur at low stress levels stiffen, brace or bigger I y Wood Beams 14 Wood Beams 15 4

5 Design Procedure 1. Know F all for the material or F U for LRFD 2. Draw V & M, finding M max 3. Calculate S req d 4. Determine section size fb F b b h 2 bh S 6 4*. Include self weight for M max and repeat 3 & 4 if necessary 5. Consider lateral stability Unbraced roof trusses were blown down in 1999 at this project in Moscow, Idaho. Photo: Ken Carper Wood Beams 16 Wood Beams Evaluate shear stresses - horizontal f v F v W and rectangles f vmax 3V 2A V A web 7. Provide adequate bearing area at supports f P A p F p general f v max VQ Ib Wood Beams 18 Wood Beams 19 5

6 8. Evaluate torsion fv F v 9. Evaluate deflections circular cross section f v T J rectangular f v T 2 c 1 ab y max ( x) actual allowable Wood Beams 20 Wood Beams 21 Joists & Rafters allowable load tables allowable length tables for common live & dead loads lateral bracing needed common spacings Wood Beams 22 LRFD factored loads & reduced nominal capacity - Resistance factor - Load factor for (D)ead & (L)ive load nominal adjusted no C D M n F bn S F F ( )( )( product of adjustment factors) Wood Beams 24 M M M M bn bn b u D D L L b n F F K ( conversion factor) bn b F S2015abn 6

7 Engineered Wood plywood veneers at different orientations glued together split resistant higher and uniform strength limited shrinkage and swelling used for sheathing, decking, shear walls, diaphragms Engineered Wood glued-laminated timber glulam short pieces glued together straight or curved grain direction parallel higher strength more expensive than sawn timber large members (up to 100 feet!) flexible forms Wood Beams 23 Wood Beams 24 Engineered Wood I sections beams other products pressed veneer strip panels (Parallam) stressed-skin elements modular built-up plates typically used for floors or roofs wood fibers Hardieboard: cement & wood Wood Beams 25 Wood Beams 26 7

8 built-up box sections built-up beams usually site-fabricated bigger spans trusses long spans versatile common in roofs Wood Beams 27 Wood Beams 28 folded plates and arch panels usually of plywood arches and lamellas arches commonly laminated timber long spans usually only for roofs Wood Beams 30 Wood Beams 31 8

9 Approximate Depths Wood Beams 32 9