SmartLVL 15 Design Guide - Tilling Timber

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CONTINUOUS SPAN FLOOR BEARERSUPPORTING DOUBLE STOREY LOAD BEARING WALLSHEET & TILE ROOF [Cont’d]Lower floor load width (mm) 1800 3600Upper floor load width (mm) 1800 3600 1800 3600Roof load width (mm) 1500 4500 7500 1500 4500 7500 1500 4500 7500 1500 4500 7500Membersize DxB(mm)Roof mass(kg/m 2 )Maximum allowable floor bearer supporting double loadbearing wall span (mm)Continuous span2/300x42 40 5200 10 4900 20 4700 30 4700 30 4500 40 4400 50 4700 45 4600 55 4400 60 4400 65 4300 70 4200 8090 5000 15 4500 40 4200 65 4600 35 4300 60 4000 90 4600 50 4300 70 4000 90 4300 70 4100 85 3900 1052/360x42 40 5900 25 5600 30 5300 45 5400 45 5200 55 5000 70 5400 65 5200 75 5000 85 5100 90 4900 100 4800 10590 5700 30 5200 60 4800 95 5300 50 4900 85 4600 115 5300 70 4900 90 4600 115 5000 95 4700 110 4500 1352/400x42 40 6400 30 6000 40 5800 55 5900 55 5600 65 5400 85 5900 80 5700 90 5500 100 5500 100 5300 110 5200 11590 6200 40 5600 70 5200 105 5700 65 5300 100 5000 130 5700 85 5300 105 5000 125 5400 110 5100 125 4800 15090x58 40 1500 1400 1300 1300 1300 1200 1400 1300 1200 1200 1200 110090 1400 1300 1100 1300 1200 1000 1300 1200 1000 1200 1100 NS130x58 40 2200 2100 1900 2000 1900 1800 1900 1800 1800 5 1800 5 1700 5 1600 1090 2100 1800 1700 5 1900 1700 1500 10 1900 1700 5 1500 10 1700 5 1500 10 1300 15150x58 40 2600 2400 2200 2300 2200 2100 10 2200 5 2100 10 2000 15 2000 15 1900 20 1800 2590 2400 2100 5 1900 20 2200 2000 15 1700 25 2100 10 1900 20 1700 25 1900 20 1800 25 1600 30170x58 40 2900 2700 2500 5 2600 5 2400 15 2300 25 250 015 2400 20 2300 25 2200 30 2200 30 2100 3590 2800 2400 15 2200 30 2500 10 2200 25 2000 40 2400 20 2200 30 2000 35 2200 30 2000 35 1800 40200x58 40 3400 5 3200 10 3000 20 3000 25 2900 30 2700 35 2900 30 2700 35 2600 40 2600 40 2500 45 2400 5090 3300 10 2900 30 2500 45 2900 30 2600 40 2300 55 2800 35 2500 45 2300 55 2500 45 2300 55 2100 65240x58 40 4000 20 3800 30 3600 40 3600 45 3400 50 3200 55 3400 50 3200 55 3100 60 3100 65 3000 70 2800 7590 3800 25 3400 50 3000 70 3500 45 3100 65 2700 85 3300 55 3000 70 2700 85 3000 65 2800 85 2500 95300x58 40 4700 35 4400 50 4200 65 4300 65 4100 75 4000 95 420 080 4000 90 3800 100 3800 100 3600 105 3500 11590 4500 45 4100 80 3600 105 4200 70 3800 105 3300 120 4000 85 3700 105 3300 120 3700 105 3400 120 3100 130360x58 40 5400 55 5100 70 4900 85 4900 90 4700 100 4600 115 4800 105 4600 115 4400 125 4400 125 4200 130 4000 14090 5200 60 4700 100 4300 135 4800 95 4400 130 3900 150 4700 115 4200 130 3900 150 4300 130 3900 145 3600 160400x58 40 5800 65 5500 80 5300 100 5300 105 5100 115 5000 135 5300 125 5000 130 4800 140 4800 140 4600 150 4400 15590 5600 75 5100 115 4700 155 5200 110 4800 150 4300 170 5100 125 4600 145 4200 165 4600 145 4300 165 3900 180450x58 40 6400 80 6000 100 5800 115 5800 120 5600 130 5400 150 5800 140 5500 150 5300 160 5200 160 5000 170 4800 18090 6100 95 5600 135 5200 175 5700 125 5300 165 4800 200 5600 145 5100 170 4600 185 5100 165 4700 185 4300 205300x75 40 5000 20 4700 25 4500 35 4600 40 4400 50 4300 60 4600 55 4400 65 4300 75 4300 75 4100 85 4000 9590 4800 25 4400 50 4100 85 4500 45 4100 75 3800 100 4500 60 4200 85 3800 100 4200 80 3800 95 3500 110400x75 40 6200 40 5900 50 5600 65 5700 70 5500 80 5300 100 5700 95 5500 105 5300 115 5400 115 5200 125 5000 13090 6000 45 5400 85 5100 120 5500 75 5100 115 4800 145 5600 100 5200 120 4800 140 5300 125 4800 135 4500 155525x75 40 7600 70 7200 85 6900 105 7000 105 6700 115 6500 135 7000 130 6700 140 6500 150 6600 155 6400 165 6200 17590 7300 80 6700 120 6200 160 6800 110 6300 150 5900 190 6800 135 6300 160 6000 190 6400 165 6000 185 5600 210NOTES:1. D = member depth, B = member breadth, NS = not suitable.2. The above table was based on total upper floor mass of 40 (kg/m 2 ), total ground floor mass of 30 (kg/m 2 ), floor live load of 1.5 kPa, floor point loadof 1.8 kN, wall mass of 32 (kg/m 2 ), & permanent floor live load of 0.6 kPa.3. The above table was based on a wall height of 5400 mm4. End bearing lengths = 42 mm at end supports and 58 mm at internal supports for continuous members. Subscript values indicate the minimum additionalbearing length where required to be greater than 42 mm at end supports and 58 mm at internal supports.5. Not all sizes of SmartLVL 15 in this table are stocked in each state.(F17 sizes of 120, 140, 190 and 290 mm depths not currently stocked in WA). Pleasecheck with your supplier before orderingSmartLVL 15 Design Guide 24
SINGLE SPAN LINTELS IN SINGLE/UPPER STOREY WALLSAS 4055 CLASSIFICATION N1, N2 AND N3Single/Upper storey lintelRafter/truss spacingRoof lo adwidth 'RLW'EXAMPLE:wind speed = N3sheet roof - 40 kg/m 2rafter/truss spacing = 600 mmlintel span = 3500 mmroof load width = 3900 mmEnter span table at 4500 roof load width column, rafter/truss spacing 600mm, and read down to a span equal to or greater than 3500 mmNormal studsADOPT:SmartLVL 15 — 2/240x35NormalstudsLintel spanRoof load width (mm) 1500 3000 4500 6000 7500Rafter/Truss spacing (mm) 600 1200 600 1200 600 1200 600 1200 600 1200Member sizeDxB (mm)Roof mass(kg/m 2 )Maximum Lintel span (mm)Single span120x35 40 2500 2600 2000 2000 1750 1700 1550 1200 1450 5 NS90 1900 1900 1500 1400 1350 1100 1200 NS 1100 NS130x35 40 2700 2750 2150 2150 1900 1900 1700 1450 5 1550 NS90 2100 2050 1650 1550 1450 1250 1300 NS 1200 10 NS140x35 40 2900 2900 2300 2350 2050 2000 1850 1600 5 1700 1000 590 2250 2250 1750 1750 1550 1400 5 1400 5 1250 5 1300 10 NS150x35 40 3100 3050 2500 2550 2200 2150 2000 1900 10 1800 5 1400 2090 2400 2450 1900 1900 1650 1550 5 1500 5 1350 5 1400 20 NS170x35 40 3400 3350 2800 2850 2500 2500 5 2250 5 2200 10 2050 15 1650 1590 2700 2750 2150 2150 1900 1850 5 1700 1650 15 1600 15 1400 15190x35 40 3650 3650 3100 3100 2750 5 2800 10 2500 10 2500 15 2350 10 2200 2090 3000 3000 2400 2450 2150 5 2100 10 1900 5 1900 15 1750 10 1600 30200x35 40 3800 3800 3250 3200 2900 2900 10 2650 10 2650 15 2450 20 2300 2090 3150 3100 2550 2600 2250 5 2200 10 2050 5 2000 20 1850 15 1750 25240x35 40 4350 4350 3700 3650 3350 10 3350 10 3150 10 3050 20 2850 30 2800 4090 3600 3550 3050 3050 5 2700 10 2750 20 2450 25 2400 35 2250 30 2200 352/120x35 40 3050 3050 2500 2600 2200 2200 2000 2000 1850 185090 2400 2450 1900 1900 1650 1600 1500 1400 1400 12502/130x35 40 3250 3200 2700 2750 2350 2400 2150 2150 2000 200090 2600 2650 2100 2050 1800 1800 1650 1550 1550 14002/140x35 40 3450 3400 2900 2900 2550 2650 2300 2350 2150 215090 2800 2800 2250 2250 1950 1950 1750 1750 1650 15502/150x35 40 3600 3550 3100 3050 2750 2750 2500 2550 2300 235090 3000 3000 2400 2450 2100 2100 1900 1900 1750 17002/170x35 40 3950 3900 3400 3350 3050 3050 2800 2850 2650 2700 590 3300 3250 2700 2750 2400 2400 2150 2150 2000 20002/190x35 40 4250 4250 3650 3650 3350 3300 3100 3100 2950 295090 3550 3550 3000 3000 2650 2700 2400 2450 2250 2200 52/200x35 40 4400 4400 3800 3800 3450 3450 3250 3200 3050 305090 3700 3650 3150 3100 2800 2850 2550 2600 2350 2350 52/240x35 40 5050 5050 4350 4350 3950 3950 3700 3650 3500 5 3500 590 4250 4250 3600 3550 3250 3250 3050 3050 5 2850 10 2850 152/290x35 40 5750 5700 5000 4950 4550 4550 4250 4250 5 4050 10 4000 590 4850 4850 4150 4150 3750 3750 3500 5 3500 5 3350 5 3300 102/300x35 40 5900 5850 5100 5100 4650 4650 4350 4350 5 4150 10 4150 1590 4950 4950 4250 4250 3850 3850 3600 10 3550 5 3400 5 3400 15SmartLVL 15 Design Guide 25
Page 1 and 2: SmartLVL 15Design GuideEdition 2201
Page 3 and 4: 1. SmartLVL ® 15DescriptionSmartLV
Page 8: 1.10 CHEMICAL RESISTANCESmartLVL (w
Page 13 and 14: 2. DESIGNING WITH SmartLVL 15The de
Page 15 and 16: 3. Index of span tablesWA Supplemen
Page 17 and 18: SINGLE SPAN FLOOR BEARERS SUPPORTIN
Page 20 and 21: FLOOR BEARERS SUPPORTING SINGLE STO
Page 22 and 23: FLOOR BEARERS SUPPORTING SINGLE STO
Page 24 and 25: SINGLE SPAN FLOOR BEARERSUPPORTING
Page 28 and 29: SINGLE SPAN LINTELS IN SINGLE/UPPER
Page 30 and 31: SINGLE SPAN LINTELS IN SINGLE/UPPER
Page 32 and 33: NOTES:SINGLE SPAN LINTELS IN LOWER
Page 34 and 35: 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 90 and 91:
Pryda ® WA Beam HangerPryda WA Bea
Page 92:
®Victoria31-45 Orchard Street,Kils
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SmartLVL 15 Design Guide - Tilling Timber

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