SmartLVL 15 Design Guide - Tilling Timber

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SmartSplay 15 COUNTER BEAMS - SUPPORTING HANGINGBEAMS - AS 4055 WIND CLASSIFICATION N1, N2, & N3Hanging BeamSmartLVL Roof VoidCounter BeamEXAMPLE:single spancounter beam span = 5500total of hanging beam span L1 + L2 = 6400 mmceiling load width CLW = 6400/2 = 3200 mmWAL2 = HangingL1 = HangingBeam Span 1Ceiling Load Width=(L1+L2)/2Beam Span 2Average hanging beam span/ceiling load width(mm)Member size DxB (mm)Counter Beam SpanEnter table at 3600 mm load width column and read downto span equal to or greater than 5500 mmADOPTSmartSplay 15 Roof-void beam300 x 422400 3000 3600 4200 4800 5400 6000Maximum counter beam span150x42 3800 3500 3300 3200 3000 2900 2800170x42 4300 4000 3800 3600 3400 3300 3200200x42 4900 4700 4400 4200 4000 3900 3700240x42 5600 5300 5100 4900 4700 4600 4500300x42 6600 6300 6000 5800 5600 5500 5300150x58 4200 3900 3700 3500 3400 3200 3100170x58 4700 4500 4200 4000 3800 3700 3500200x58 5300 5000 4800 4600 4500 4300 4200240x58 6100 5800 5500 5300 5100 5000 4900300x58 6600 6600 6500 6300 6100 5900 5800Only360x58 6600 6600 6600 6600 6600 6600 6600300x75 6600 6600 6600 6600 6500 6300 6100NOTESRoof void chamfer on one end onlyi. Minimum end bearing length = 70 mmii. Top edge of strutting beams with D/B >3 shall be laterally restrained as per details on page 6SmartLVL 15 Design Guide (WA Supplement) 86
SmartSplay 15 STRUTTING/COUNTER BEAMS SUPPORTINGUNDERPURLINS AND HANGING BEAMSAS 4055 WIND CLASSIFICATION N1, N2 & N3NOTESSmartLVL Roof VoidStrutting/CounterBeamL = TotalRafter SpanStrutting BeamSpanUnderpurlinWACeiling JoistHanging BeamSpan H1Hanging BeamSpan H2B = Total spanof UnderpulinRoof Areasupported =L/2 x B/2Hanging BeamEXAMPLE:single spansheet roofstrutting/counter beam span = 3500 mmtotal of underpurlin span B = 4.5 mtotal of rafter span L = 4.0 mtotal of hanging beam span = H1 + H2 = 4500 mmroof area supported = L/2 x B/2 = (4/2) x (4.5/2) = 4.25 m 2average hanging beam span = (H1 + H2)/2 = 4500/2 = 2250 mmEnter table at 2400 mm average hanging beam span column, 6 m 2roof area supported and read down to span equal to or greaterthan 3500 mmADOPTSmartSplay 15 Roof-void beam200 x 58Average hanging beam span(mm)2400 4200Roof area supported (m 2 ) 2 4 6 8 10 2 4 6 8 10Member size DxB (mm)300x42 5500 5100 4800 4500 4300 5000 4700 4500 4300 4100OnlyRoof void chamfer on one end onlyMaximum span for sheet roof and ceiling (mm)170x42 3500 3000 2700 2400 2200 3100 2800 2500 2300 2100200x42 4000 3600 3300 3000 2800 3700 3400 3100 2800 2600240x42 4600 4200 4000 3700 3500 4200 4000 3700 3600 3300170x58 3800 3400 3100 2800 2500 3500 3100 2900 2600 2400200x58 4300 4000 3700 3400 3200 4000 3700 3500 3200 3000240x58 5000 4600 4300 4100 3900 4600 4300 4100 3900 3700300x58 5900 5500 5200 5000 4700 5400 5100 4900 4700 4500360x58 6600 6300 6000 5800 5600 6100 5900 5700 5500 5300300x75 6200 5800 5600 5300 5100 5700 5400 5200 5000 4900Average hanging beam span(mm)2400 4200Roof area supported (m 2 ) 2 4 6 8 10 2 4 6 8 10Member size DxB (mm)Maximum span for tile roof and ceiling (mm)170x42 2900 2300 1900 1700 1500 2700 2200 1800 1600 1500200x42 3500 2800 2400 2100 1900 3300 2700 2300 2100 1900240x42 4100 3600 3100 2800 2500 3900 3400 3000 2700 2400300x42 5000 4400 4000 3700 3400 4700 4200 3900 3600 3300170x58 3300 2600 2200 1900 1800 3000 2500 2200 1900 1700200x58 3900 3300 2800 2500 2200 3600 3100 2700 2400 2200240x58 4500 3900 3600 3200 2900 4200 3800 3400 3100 2800300x58 5400 4800 4400 4100 3800 5000 4600 4200 4000 3800360x58 6200 5600 5200 4800 4600 5800 5300 5000 4700 4500300x75 5700 5200 4700 4400 4200 5400 4900 4600 4300 4100i. Minimum end bearing length = 70 mmii. Top edge of strutting beams with D/B >3 shall be laterally restrained as per details on page 6SmartLVL 15 Design Guide (WA Supplement) 87
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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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SINGLE/CONTINUOUS SPAN ROOF RAFTERA
Page 38 and 39: 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 90 and 91: Pryda ® WA Beam HangerPryda WA Bea
Page 92: ®Victoria31-45 Orchard Street,Kils
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