SmartLVL 15 Design Guide - Tilling Timber

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Pryda ® WA Beam HangerPryda WA Beam hangers are heavy duty welded hangers for connection oflarge sized strutting beams placed at angles between 30 and 60 degrees.This bracket is specially developed for the Western Australian market andare available as part of the SmartFrame order.All fixings are No 12 x 35 Type 17 hex-head screws and capacities shownadjacent are based upon a minimum joint strength group of JD4.Design capacitiesLoad DirectionCapacity (kN)Downward 15.0Uplift (light fixing) 47.0Uplift (mediumfixing)10.0Uplift (heavy fixing) 20.0Order code BBT125240 or WABBTView from frontView from sideLight fixingSupporting beam:3 screws on topSupported beam:View from topOption 1View fromunderneathView from frontView from sideMedium fixingSupporting beam:3 screws on top and 3 screwsthrough sideSupported beam:3 screws from sideView from topOption 2View fromunderneathView from frontView from sideHeavy fixingMedium fixing in combinationwith a cyclonic strapView from topOption 3View fromunderneathSmartLVL 15 Design Guide 88
Strutting beamNOTESUnderpurlinRafterspacingRoof strutSmartLVL 11UNDERPURLINS – SHEET AND TILED ROOFAS 4055 WIND CLASSIFICATION N1, N2, N3 & C1Ridge board'X' = Total of rafter spanseither side ofunderpurlinEXAMPLE:single spansheet roof - 20 kg/m 2rafter spacing = 1200 mmunderpurlin span = 1800 mmX = 2800 mmroof load width = X/2 = 1400Enter single span table at 2700 roof load width column,1200 rafter spacing and read down to span equal to orgreater than 1800 mmWAADOPTSpanSpan (backspan)Maximum cantilever = 1/4 allowable backspanMinimum backspan = 3 x actual cantileverRLW = X/2 where ridge is struttedEnd bearing lengths = 45 mm at end supports and 45 mm at internal for continuous members.SmartLVL 11 96 x 51Roof load width (mm) 1800 2700 3000 3600 1800 2700 3000 3600Rafter spacing (mm) 600 1200 600 1200 600 1200 600 1200 600 1200 600 1200 600 1200 600 1200Member sizeDxB (mm)Roof mass(kg/m 2 )Single spanContinuous span96x51 10 2900 2900 2600 2600 2500 2500 2300 2200 3300 3300 2700 2700 2600 2600 2300 250020 2300 2400 2000 2000 1900 1900 1800 1800 3000 3000 2700 2600 2600 2600 2400 250040 1800 1800 1600 1500 1500 1400 1400 1300 2500 2500 2100 2000 2100 2000 1900 190060 1600 1500 1400 1200 1300 1100 1300 1000 2100 2000 1800 1800 1800 1800 1700 1500Only'B' Total of'A' Total ofUnderpurlinspansRoof Area supported = A/2 x B/2where Ridge is struttedROOF STRUTS – SHEET AND TILED ROOFAS 4055 WIND CLASSIFICATION N1, N2, N3 & C1Propped RidgebeamRafter spansUnderpurlinRoofStrutNOTE: See fixingdetails of SmartLVL11 roof struts onEXAMPLE:sheet roof - 20 kg/m 2strut length = 1500 mmtotal of underpurlin span A = 4.5 mtotal of rafter span B = 4.0 mroof area supported = A/2 x B/2 =4.5/2 x 4.0/2 = 4.25 m 2Enter table at 5.4 roof area supported column and readdown to span equal to or greater than 1500 mmADOPTSmartLVL 11 65 x 63NOTES :Roof area supported (m 2 ) 2 4 5.4 6 8 10 12Member sizeDxB (mm)Roof mass (kg/m 2 )Maximum Strut length (mm)65x63 10 5600 4800 4100 3900 3400 3000 270065x63 20 5400 4500 3900 3700 3200 2900 260065x63 40 5000 4100 3600 3400 2900 2600 240065x63 60 4700 3800 3300 3100 2700 2400 22001. D = member depth, B = member breadth, NS = not suitable.2. Minimum bearing length = 70 mm at end supports3. The strutting tables in AS 1684 are based upon the load associated with an underpurlin span of 1.8 m and a roof load width of 3.0 m. To compare to AS1684.2 Table 7.6, use a roof area of 5.4 m 2 in the above table4. Fixing of SmartLVL roof struts as per detail on page 6SmartLVL 15 Design Guide (WA Supplement) 89
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SmartLVL 15Design GuideEdition 2201
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1. SmartLVL ® 15DescriptionSmartLV
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1.10 CHEMICAL RESISTANCESmartLVL (w
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2. DESIGNING WITH SmartLVL 15The de
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3. Index of span tablesWA Supplemen
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SINGLE SPAN FLOOR BEARERS SUPPORTIN
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FLOOR BEARERS SUPPORTING SINGLE STO
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FLOOR BEARERS SUPPORTING SINGLE STO
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SINGLE SPAN FLOOR BEARERSUPPORTING
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CONTINUOUS SPAN FLOOR BEARERSUPPORT
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SINGLE SPAN LINTELS IN SINGLE/UPPER
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SINGLE SPAN LINTELS IN SINGLE/UPPER
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NOTES:SINGLE SPAN LINTELS IN LOWER
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SINGLE/CONTINUOUS SPAN ROOF RAFTERA
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Page 40 and 41: SINGLE/CONTINUOUS SPAN ROOF RAFTERA
Page 46 and 47: NOTES:SINGLE SPAN RIDGE/INTERMEDIAT
Page 48 and 49: CONTINUOUS SPAN RIDGE/INTERMEDIATE
Page 50 and 51: NOTES:SINGLE SPAN RIDGE/INTERMEDIAT
Page 52 and 53: CONTINUOUS SPAN RIDGE/INTERMEDIATE
Page 54 and 55: SINGLE SPAN VERANDAH BEAMAS 4055 CL
Page 56 and 57: CONTINUOUS SPAN VERANDAH BEAMAS 405
Page 60 and 61: SINGLE SPAN VERANDAH BEAMAS 4055 CL
Page 66 and 67: UNDERPURLINS - SHEET AND TILED ROOF
Page 68 and 69: HANGING BEAM SUPPORTING CEILING LOA
Page 70 and 71: COUNTER BEAM SUPPORTING HANGING BEA
Page 72 and 73: STRUTTING BEAM SUPPORTING UNDERPURL
Page 74 and 75: STRUTTING BEAM SUPPORTING UNDERPURL
Page 76 and 77: STRUTTING/COUNTER BEAM SUPPORTING U
Page 78 and 79: STRUTTING/COUNTER BEAM SUPPORTING U
Page 80 and 81: STRUTTING/HANGING BEAMAS 4055 CLASS
Page 82 and 83: Strutting/Hanging beamUnderpurlin'A
Page 84 and 85: CEILING JOISTSAS 4055 WIND CLASSIFI
Page 86 and 87: SmartSplay STRUTTING BEAMS SUPPORTI
Page 88 and 89: SmartSplay 15 COUNTER BEAMS - SUPPO
Page 92: ®Victoria31-45 Orchard Street,Kils
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SmartLVL 15 Design Guide - Tilling Timber

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