SmartLVL 15 Design Guide - Tilling Timber

More documents

Recommendations

Info

NOTES:SINGLE SPAN RIDGE/INTERMEDIATE ROOF BEAMAS 4055 CLASSIFICATION N1, N2 AND N3 [Cont’d]Roof load width (mm) 1500 3000 4500 6000 7500Member sizeDxB (mm)150x42170x42190x42200x42240x42290x42300x422/150x422/170x422/190x422/200x422/240x422/290x422/300x422/360x422/400x42150x58170x58200x58240x58300x58360x58400x58450x58300x75400x75525x75Roof mass span O/H span O/H span O/H span O/H span O/H(kg/m 2 )Maximum Ridge or Intermediate roof beam - Single span (mm)40 3200 1200 2500 1200 2200 1100 1900 900 1700 80090 2500 1200 2000 1000 1700 800 1500 700 1400 70040 3700 1400 2900 1400 2500 1250 2200 1100 2000 100090 2900 1400 2200 1100 1900 900 1700 800 1600 80040 4100 1550 3200 1550 2700 1300 2400 1200 2200 110090 3200 1550 2500 1200 2200 1100 1900 900 18005 900 540 4300 1600 3400 1600 2900 1450 2600 1250 2300 115090 3400 1600 2600 1300 2300 1100 2100 1000 1900 5 900 540 5100 1950 4000 1950 3500 1700 3100 1500 2800 135090 4000 1950 3200 1600 2800 1400 2500 5 1200 5 2300 10 1100 1040 6200 2300 4900 2250 4200 2000 3700 1750 3400 5 160090 4900 2300 3900 1950 3300 5 1600 5 3000 15 1500 15 2800 20 1400 2040 6400 2400 5100 2350 4300 2100 3900 1800 3500 5 165090 5000 2400 4000 2000 3400 5 1700 5 3100 15 1500 15 2800 25 1400 2540 4000 1550 3200 1550 2700 1300 2400 1200 2200 110090 3200 1550 2500 1200 2200 1100 1900 900 1800 90040 4500 1700 3600 1700 3100 1500 2800 1400 2500 120090 3600 1700 2800 1400 2400 1200 2200 1100 2000 100040 5000 1900 4000 1900 3400 1700 3100 1500 2800 140090 4000 1900 3200 1600 2700 1300 2500 1200 2300 110040 5300 2000 4200 2000 3600 1800 3200 1600 3000 150090 4200 2000 3300 1600 2900 1400 2600 1300 2400 120040 6300 2400 5000 2350 4300 2100 3900 1900 3500 170090 5000 2400 4000 2000 3500 1700 3100 1500 2900 140040 7500 2900 6100 2700 5200 2400 4700 2200 4300 205090 6000 2800 4800 2350 4200 2100 3800 1900 3500 170040 7800 3000 6300 2750 5400 2500 4900 2300 4400 215090 6200 2850 5000 2400 4300 2150 3900 1900 3600 5 1800 540 9200 3600 7500 3200 6500 2850 5800 2650 5300 245090 7400 3300 6000 2750 5200 2500 4700 5 2300 5 4300 10 2150 1040 10200 4000 8300 3450 7200 3100 6400 2850 5900 265090 8200 3550 6600 3000 5800 2700 5200 10 2500 10 4800 15 2350 1540 3600 1350 2800 1350 2400 1200 2100 1000 1900 90090 2800 1350 2200 1100 1900 900 1700 800 1600 80040 4100 1550 3200 1550 2700 1300 2400 1200 2200 110090 3200 1550 2500 1200 2200 1100 1900 900 1800 90040 4800 1800 3700 1800 3200 1600 2900 1400 2600 130090 3700 1800 2900 1400 2500 1200 2300 1100 2100 100040 5700 2150 4500 2150 3900 1900 3400 1700 3100 155090 4500 2150 3500 1700 3100 1500 2800 1400 2500 5 1200 540 7000 2650 5600 2550 4800 2250 4300 2050 3900 190090 5600 2600 4400 2200 3800 1900 3500 5 1700 5 3200 10 1600 1040 8300 3200 6700 2900 5800 2600 5200 2400 47005 225090 6700 3000 5300 2500 4600 5 2250 5 4100 15 2000 15 3800 20 1900 2040 9200 3550 7400 3150 6400 2850 5700 5 2600 5200 10 2400 1090 7400 3250 5900 2750 5100 10 2450 10 4600 20 2250 20 4200 30 2100 3040 10300 4000 8300 3450 7200 3100 6400 10 2850 5900 15 2650 1590 8300 3550 6600 5 3000 5 5800 15 2700 15 5200 25 2500 25 4800 35 2350 3540 7500 2900 6000 2700 5200 2400 4700 2200 4300 205090 6000 2800 4800 2350 4200 2100 3800 1900 3500 5 170 0540 9900 3850 8000 3350 6900 3000 6200 2750 5700 5 260090 8000 3450 6400 2900 5600 5 2600 5 5000 10 2400 10 4600 20 2250 2040 12000 4850 10400 4150 9000 3700 8100 5 3450 7400 15 3200 1590 10300 4200 8300 5 3550 5 7300 15 3200 15 6600 25 3000 25 6100 35 2800 351. D = member depth, B = member breadth, NS = not suitable.2. End bearing lengths = 35 mm at end supports and 70 mm at internal supports for continuous members. Subscript values indicate the minimum additionalbearing length where required to be greater than 35 mm at end supports and 70 mm at internal supports3. rafter spacing up to 1200 mm4. 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).SmartLVL 15 Design Guide 44
CONTINUOUS SPAN RIDGE/INTERMEDIATE ROOF BEAMAS 4055 CLASSIFICATION N1, N2 AND N3Roof load width (mm) 1500 3000 4500 6000 7500Member size DxB(mm)Roof mass(kg/m 2 )span O/H span O/H span O/H span O/H span O/HMaximum Ridge or Intermediate roof beam - Continuous span (mm)150x35 40 4200 1150 3200 1150 2800 1050 2500 900 2200 80090 3200 1150 2500 1100 2200 1000 1900 10 900 10 1600 15 800 15170x35 40 4700 1300 3700 1300 3100 1150 2800 1000 2600 90090 3700 1300 2900 1250 2500 1100 2100 20 1000 20 1800 30 900 30190x35 40 5300 1450 4100 1450 3500 1250 3100 1100 2900 10 100090 4100 1450 3200 1350 2800 15 1200 2400 30 1100 30 2000 40 1000 40200x35 40 5500 1500 4300 1500 3700 1350 3300 1150 3000 15 105090 4300 1500 3400 1400 2900 15 1250 2500 35 1150 35 2100 50 1050 50240x35 40 6600 1800 5200 1800 4500 1550 4000 15 1350 3600 30 120090 5200 1800 4100 10 1600 3400 35 1450 35 2900 60 1350 60 2600 85 1250 852/150x35 40 5200 1450 4100 1450 3500 1350 3100 1250 2800 115090 4100 1450 3200 1350 2800 1200 2500 1100 2300 10502/170x35 40 5800 1600 4600 1600 4000 1500 3500 1400 3200 125090 4600 1600 3600 1450 3100 1300 2800 1200 2600 11502/190x35 40 6500 1800 5100 1800 4400 1650 3900 1500 3600 140090 5100 1800 4100 1600 3500 1450 3200 1300 2900 5 12502/200x35 40 6800 1900 5400 1900 4700 1700 4200 1550 3800 145090 5400 1900 4300 1700 3700 1500 3300 1400 3100 10 13002/240x35 40 8100 2300 6500 2250 5600 2000 5000 1800 4600 170090 6400 2300 5100 1950 4400 1750 4000 10 1600 3700 30 1500 302/290x35 40 9700 2750 7800 2600 6700 2300 6000 2100 5500 5 200090 7800 2650 6200 2250 5400 10 2000 4800 35 1850 35 4500 60 1750 602/300x35 40 10000 2850 8000 2650 6900 2350 6200 2150 5700 10 205090 8000 2750 6400 2300 5600 15 2050 5000 35 1900 35 4600 60 1800 60150x42 40 4400 1200 3400 1200 2900 1100 2600 1000 2400 90090 3400 1200 2700 1150 2300 1050 2100 950 1800 10 900 10170x42 40 5000 1400 3900 1400 3300 1250 3000 1100 2700 100090 3900 1400 3100 1300 2600 1150 2300 10 1050 2100 25 1000 25190x42 40 5600 1550 4400 1550 3700 1400 3300 1200 3000 110090 4400 1550 3400 1400 3000 1250 2600 20 1150 20 2300 35 1100 35200x42 40 5800 1600 4600 1600 3900 1450 3500 1250 3200 115090 4600 1600 3600 1450 3100 5 1300 2700 25 1200 25 2400 40 1150 40240x42 40 7000 1950 5500 1950 4700 1700 4200 1500 3800 20 135090 5500 1950 4300 1700 3800 25 1500 25 3200 45 1400 45 2800 65 1300 65290x42 40 8400 2300 6600 2250 5700 2000 5100 20 1750 4600 40 160090 6600 2300 5200 15 1950 4500 50 1750 50 3800 75 1600 75 3400 95 1500 95300x42 40 8700 2400 6900 2350 5900 2100 5300 25 1800 4800 45 165090 6800 2400 5400 20 2000 4600 50 1800 50 3900 80 1650 80 3500 100 1550 1002/150x42 40 5500 1550 4300 1550 3700 1400 3300 1300 3000 120090 4300 1550 3400 1400 2900 1250 2600 1150 2400 11002/170x42 40 6200 1700 4900 1700 4200 1600 3800 1450 3400 135090 4900 1700 3900 1550 3300 1400 3000 1250 2800 12002/190x42 40 6900 1900 5400 1900 4700 1700 4200 1600 3800 150090 5400 1900 4300 1700 3700 1500 3400 1400 3100 13002/200x42 40 7200 2000 5700 2000 4900 1800 4400 1650 4000 155090 5700 2000 4500 1750 3900 1550 3500 1450 3300 13502/240x42 40 8600 2400 6800 2350 5900 2100 5300 1900 4800 180090 6800 2400 5400 2000 4700 1800 4300 1650 3900 15 15502/290x42 40 10200 2900 8200 2700 7100 2400 6400 2200 5800 205090 8200 2800 6600 2350 5700 2100 5100 20 1950 4700 40 1800 402/300x42 40 10600 3000 8500 2750 7400 2500 6600 2300 6000 215090 8500 2850 6800 2400 5900 2150 5300 25 2000 4900 45 1850 452/360x42 40 12000 3600 10100 3200 8800 2850 7900 2650 7200 15 245090 10100 3300 8100 2750 7100 20 2500 6400 45 2300 45 5900 75 2150 752/400x42 40 12000 4000 11200 3450 9700 3100 8700 10 2850 8000 30 265090 11200 3550 9000 5 3000 7800 35 2700 35 7100 65 2500 65 6500 95 2350 95SmartLVL 15 Design Guide 45
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 26 and 27: CONTINUOUS SPAN FLOOR BEARERSUPPORT
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 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

SmartLVL 15 Design Guide - Tilling Timber

Create successful ePaper yourself

Delete template?

Save as template?