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PURLINS & GIRTS - DOUBLE LAPPED SPAN€¦ · PURLINS & GIRTS - DOUBLE LAPPED SPAN Double Lapped...
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Metroll Newcastle ABN 97 001 446 439 268 Macquarie Road WARNERS BAY NSW 2282 AUSTRALIA P: +61 (0)2 4954 5799 F: +61 (0)2 4954 0891 [email protected] www.metrollnewcastle.com.au 1 PURLINS & GIRTS - DOUBLE LAPPED SPAN Double Lapped Span NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method 2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa 3. The loads have been based on the use of approved Metroll sections & bridging systems. 4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal). 5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150 Overall purlin length = span + 70mm + lap/2 Span (mm) Span (mm) Lap Table DL100-Double Spans(Lapped) for Z100 Sections - Limit state capacity (kN/m) SECTION 10010 LOADING Inward Outward Def BRIDGING 0,1,2,3 0 1 2 3 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 5.32 4.07 3.22 2.61 2.15 1.81 1.54 1.33 1.16 1.02 0.90 0.80 0.72 5.32 4.07 3.22 2.61 2.15 1.81 1.54 1.33 1.16 1.02 0.90 0.80 0.72 5.32 4.07 3.22 2.61 2.15 1.81 1.54 1.33 1.16 1.02 0.90 0.80 0.72 5.32 4.07 3.22 2.61 2.15 1.81 1.54 1.33 1.16 1.02 0.90 0.80 0.72 5.32 4.07 3.22 2.61 2.15 1.81 1.54 1.33 1.16 1.02 0.90 0.80 0.72 11.83 7.92 5.57 4.06 3.05 2.35 1.85 1.48 1.20 0.99 0.83 0.70 0.59 Table DL100-Double Spans(Lapped) for Z100 Sections - Limit state capacity (kN/m) SECTION 10012 LOADING Inward Outward Def BRIDGING 0,1,2,3 0 1 2 3 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 6.09 4.66 3.69 2.99 2.47 2.07 1.77 1.52 1.33 1.17 1.03 0.92 0.83 0.75 0.68 0.62 6.02 4.61 3.64 2.95 2.44 2.05 1.75 1.51 1.31 1.15 1.02 0.91 0.82 0.74 0.67 0.61 6.09 4.66 3.69 2.99 2.47 2.07 1.77 1.52 1.33 1.17 1.03 0.92 0.83 0.75 0.68 0.62 6.09 4.66 3.69 2.99 2.47 2.07 1.77 1.52 1.33 1.17 1.03 0.92 0.83 0.75 0.68 0.62 6.09 4.66 3.69 2.99 2.47 2.07 1.77 1.52 1.33 1.17 1.03 0.92 0.83 0.75 0.68 0.62 14.78 9.90 6.95 5.07 3.81 2.93 2.31 1.85 1.50 1.24 1.03 0.87 0.74 0.63 0.55 0.48
Transcript of PURLINS & GIRTS - DOUBLE LAPPED SPAN€¦ · PURLINS & GIRTS - DOUBLE LAPPED SPAN Double Lapped...
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 1
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table DL100-Double Spans(Lapped) for Z100 Sections - Limit state capacity (kN/m)
SECTION 10010
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
2100240027003000330036003900420045004800510054005700
5.324.073.222.612.151.811.541.331.161.020.900.800.72
5.324.073.222.612.151.811.541.331.161.020.900.800.72
5.324.073.222.612.151.811.541.331.161.020.900.800.72
5.324.073.222.612.151.811.541.331.161.020.900.800.72
5.324.073.222.612.151.811.541.331.161.020.900.800.72
11.837.925.574.063.052.351.851.481.200.990.830.700.59
Table DL100-Double Spans(Lapped) for Z100 Sections - Limit state capacity (kN/m)
SECTION 10012
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
2100240027003000330036003900420045004800510054005700600063006600
6.094.663.692.992.472.071.771.521.331.171.030.920.830.750.680.62
6.024.613.642.952.442.051.751.511.311.151.020.910.820.740.670.61
6.094.663.692.992.472.071.771.521.331.171.030.920.830.750.680.62
6.094.663.692.992.472.071.771.521.331.171.030.920.830.750.680.62
6.094.663.692.992.472.071.771.521.331.171.030.920.830.750.680.62
14.789.906.955.073.812.932.311.851.501.241.030.870.740.630.550.48
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 2
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table DL100-Double Spans(Lapped) for Z100 Sections - Limit state capacity (kN/m)
SECTION 10015
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
2100240027003000330036003900420045004800510054005700600063006600690072007500
8.156.244.933.993.302.772.362.041.771.561.381.231.111.000.910.820.750.690.64
7.345.624.443.602.972.502.131.841.601.411.241.111.000.900.820.740.680.620.58
8.156.244.933.993.302.772.362.041.771.561.381.231.111.000.910.820.750.690.64
8.156.244.933.993.302.772.362.041.771.561.381.231.111.000.910.820.750.690.64
8.156.244.933.993.302.772.362.041.771.561.381.231.111.000.910.820.750.690.64
18.8512.638.876.474.863.742.942.361.921.581.321.110.940.810.700.610.530.470.41
Table DL100-Double Spans(Lapped) for Z100 Sections - Limit state capacity (kN/m)
SECTION 10019
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
2700300033003600390042004500480051005400570060006300660069007200750078008100840087009000
6.305.114.223.553.022.612.271.991.771.581.411.281.161.060.970.890.820.760.700.650.610.57
5.564.513.723.132.672.302.001.761.561.391.251.131.020.930.850.780.720.670.620.570.540.50
6.305.114.223.553.022.612.271.991.771.581.411.281.161.060.970.890.820.760.700.650.610.57
7.055.714.723.963.382.912.542.231.981.761.581.431.291.181.080.990.910.840.780.730.680.63
7.055.714.723.963.382.912.542.231.981.761.581.431.291.181.080.990.910.840.780.730.680.63
11.118.106.094.693.692.952.401.981.651.391.181.010.870.760.670.590.520.460.410.370.330.30
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 3
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table DL150-Double Spans(Lapped) for Z150 Sections - Limit state capacity (kN/m)
SECTION 15019
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
300033003600390042004500480051005400570060006300660069007200750078008100840087009000
10.308.527.166.105.264.584.023.573.182.852.582.342.131.951.791.651.521.411.311.231.14
9.097.516.315.384.644.043.553.152.812.522.272.061.881.721.581.451.341.251.161.081.01
10.308.527.166.105.264.584.023.573.182.852.582.342.131.951.791.651.521.411.311.231.14
10.418.617.236.165.314.634.073.603.212.882.602.362.151.971.811.671.541.431.331.241.16
10.418.617.236.165.314.634.073.603.212.882.602.362.151.971.811.671.541.431.331.241.16
24.2418.2114.0311.038.837.185.924.934.163.533.032.622.281.991.751.551.381.231.100.990.90
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 4
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table DL150-Double Spans(Lapped) for Z150 Sections - Limit state capacity (kN/m)
SECTION 15024
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
300033003600390042004500480051005400570060006300660069007200750078008100840087009000930096009900
10200105001080011100114001170012000
12.8710.648.947.626.575.725.034.453.973.573.222.922.662.432.232.061.901.771.641.531.431.341.261.181.111.050.990.940.890.850.80
11.369.397.896.725.795.054.443.933.513.152.842.582.352.151.971.821.681.561.451.351.261.181.111.040.980.930.880.830.790.750.71
12.8710.648.947.626.575.725.034.453.973.573.222.922.662.432.232.061.901.771.641.531.431.341.261.181.111.050.990.940.890.850.80
14.3911.899.998.517.346.395.624.984.443.983.603.262.972.722.502.302.131.971.831.711.601.501.401.321.241.171.111.051.000.950.90
14.3911.899.998.517.346.395.624.984.443.983.603.262.972.722.502.302.131.971.831.711.601.501.401.321.241.171.111.051.000.950.90
30.4722.8917.6313.8711.109.037.446.205.224.443.813.292.862.502.201.951.731.551.391.251.131.020.930.850.780.710.650.600.560.510.48
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 5
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table DL200-Double Spans(Lapped) for Z200 Sections - Limit state capacity (kN/m)
SECTION 20015
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
300033003600390042004500480051005400570060006300660069007200750078008100840087009000930096009900
102001050010800102001050010800
8.907.646.425.474.714.113.613.202.852.562.312.101.911.751.601.481.371.271.181.101.030.960.900.850.800.750.710.640.610.57
8.907.645.945.064.363.803.342.962.642.372.141.941.771.621.481.371.261.171.091.020.950.890.840.790.740.700.660.640.610.57
8.907.646.425.474.714.113.613.202.852.562.312.101.911.751.601.481.371.271.181.101.030.960.900.850.800.750.710.640.610.57
8.907.646.425.474.714.113.613.202.852.562.312.101.911.751.601.481.371.271.181.101.030.960.900.850.800.750.710.640.610.57
8.907.646.425.474.714.113.613.202.852.562.312.101.911.751.601.481.371.271.181.101.030.960.900.850.800.750.710.640.610.57
39.6129.7622.9218.0314.4411.749.678.066.795.784.954.283.723.262.872.542.252.011.801.621.471.331.211.101.010.920.851.010.920.85
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 6
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table DL200-Double Spans(Lapped) for Z200 Sections - Limit state capacity (kN/m)
SECTION 20019
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
300033003600390042004500480051005400570060006300660069007200750078008100840087009000930096009900
10200105001080011100114001170012000
14.0111.579.738.297.156.225.474.854.323.883.503.182.892.652.432.242.071.921.791.671.561.461.371.291.211.141.081.020.970.920.88
11.719.688.136.935.975.204.574.053.613.242.932.662.422.212.031.871.731.611.491.391.301.221.141.081.010.960.900.860.810.770.73
13.6611.299.498.086.976.075.344.734.223.783.423.102.822.582.372.192.021.871.741.621.521.421.331.251.181.121.051.000.950.900.85
14.0111.579.738.297.156.225.474.854.323.883.503.182.892.652.432.242.071.921.791.671.561.461.371.291.211.141.081.020.970.920.88
14.0111.579.738.297.156.225.474.854.323.883.503.182.892.652.432.242.071.921.791.671.561.461.371.291.211.141.081.020.970.920.88
52.9439.7830.6424.1019.2915.6912.9310.789.087.726.625.724.974.353.833.393.012.692.412.171.961.781.621.471.351.231.131.050.960.890.83
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 7
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table DL200-Double Spans(Lapped) for Z200 Sections - Limit state capacity (kN/m)
SECTION 20024
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
3600390042004500480051005400570060006300660069007200750078008100840087009000930096009900
10200105001080011100114001170012000
13.4611.479.898.617.576.715.985.374.854.394.003.663.363.102.872.662.472.302.152.021.891.781.681.581.501.421.341.271.21
10.699.117.856.846.015.324.754.263.853.493.182.912.672.462.282.111.961.831.711.601.501.411.331.261.191.121.071.010.96
12.4710.629.167.987.016.215.544.974.494.073.713.393.122.872.662.462.292.131.991.871.751.651.551.471.391.311.241.181.12
13.4611.479.898.617.576.715.985.374.854.394.003.663.363.102.872.662.472.302.152.021.891.781.681.581.501.421.341.271.21
13.4611.479.898.617.576.715.985.374.854.394.003.663.363.102.872.662.472.302.152.021.891.781.681.581.501.421.341.271.21
39.7231.2425.0220.3416.7613.9711.7710.018.587.416.455.644.974.393.913.493.132.812.542.302.091.911.751.601.471.361.251.161.07
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 8
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table DL250-Double Spans(Lapped) for Z250 Sections - Limit state capacity (kN/m)
SECTION 25019
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
3600390042004500480051005400570060006300660069007200750078008100840087009000930096009900
10200105001080011100114001170012000
11.349.668.337.266.385.655.044.524.083.703.373.092.832.612.422.242.081.941.811.701.591.501.411.331.261.191.131.071.02
11.039.408.107.066.205.504.904.403.973.603.283.002.762.542.352.182.031.891.761.651.551.461.371.301.231.161.101.040.99
11.349.668.337.266.385.655.044.524.083.703.373.092.832.612.422.242.081.941.811.701.591.501.411.331.261.191.131.071.02
11.349.668.337.266.385.655.044.524.083.703.373.092.832.612.422.242.081.941.811.701.591.501.411.331.261.191.131.071.02
11.349.668.337.266.385.655.044.524.083.703.373.092.832.612.422.242.081.941.811.701.591.501.411.331.261.191.131.071.02
51.8240.7632.6326.5321.8618.2315.3513.0611.199.678.417.366.485.735.094.554.083.673.323.012.732.492.282.091.921.771.631.511.40
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 9
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table DL250-Double Spans(Lapped) for Z250 Sections - Limit state capacity (kN/m)
SECTION 25024
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
4500480051005400570060006300660069007200750078008100840087009000930096009900
102001050010800111001140011700120001230012600129001320013500138001410014400147001500015300156001590016200165001680017100174001770018000
11.109.768.657.716.926.255.675.164.724.344.003.703.433.192.972.782.602.442.292.162.041.931.821.731.641.561.491.421.351.291.231.181.131.081.041.000.960.920.890.860.830.800.770.740.720.69
9.268.147.216.435.775.214.734.313.943.623.333.082.862.662.482.322.172.041.911.801.701.611.521.441.371.301.241.181.131.081.030.990.940.900.870.830.800.770.740.710.690.660.640.620.600.58
10.819.508.417.516.746.085.515.024.604.223.893.603.343.102.892.702.532.372.232.101.991.881.781.681.601.521.451.381.321.261.201.151.101.061.010.970.930.900.870.830.800.780.750.720.700.68
11.109.768.657.716.926.255.675.164.724.344.003.703.433.192.972.782.602.442.292.162.041.931.821.731.641.561.491.421.351.291.231.181.131.081.041.000.960.920.890.860.830.800.770.740.720.69
11.109.768.657.716.926.255.675.164.724.344.003.703.433.192.972.782.602.442.292.162.041.931.821.731.641.561.491.421.351.291.231.181.131.081.041.000.960.920.890.860.830.800.770.740.720.69
34.4128.3523.6419.9116.9314.5212.5410.919.548.407.436.615.905.294.764.303.903.543.232.952.712.492.292.121.961.811.681.571.461.361.271.191.121.050.990.930.880.830.780.740.700.660.630.600.570.54
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 10
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table DL300-Double Spans(Lapped) for Z300 Sections - Limit state capacity (kN/m)
SECTION 30024
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
60006300660069007200750078008100840087009000930096009900
102001050010800111001140011700120001230012600129001320013500138001410014400147001500015300156001590016200165001680017100174001770018000
8.447.666.986.385.865.405.004.634.314.023.753.513.303.102.922.762.612.472.342.222.112.011.911.831.741.671.601.531.471.411.351.301.251.201.161.121.081.041.000.970.94
7.426.736.135.615.154.754.394.073.793.533.303.092.902.732.572.422.292.172.061.951.861.771.681.611.531.471.401.341.291.241.191.141.101.061.020.980.950.910.880.850.82
8.447.666.986.385.865.405.004.634.314.023.753.513.303.102.922.762.612.472.342.222.112.011.911.831.741.671.601.531.471.411.351.301.251.201.161.121.081.041.000.970.94
8.447.666.986.385.865.405.004.634.314.023.753.513.303.102.922.762.612.472.342.222.112.011.911.831.741.671.601.531.471.411.351.301.251.201.161.121.081.041.000.970.94
8.447.666.986.385.865.405.004.634.314.023.753.513.303.102.922.762.612.472.342.222.112.011.911.831.741.671.601.531.471.411.351.301.251.201.161.121.081.041.000.970.94
24.8221.4418.6516.3214.3612.7111.3010.099.058.147.356.676.065.535.054.634.263.923.623.353.102.882.682.502.332.182.041.911.801.691.591.501.411.331.261.191.131.071.020.970.92
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 11
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table DL300-Double Spans(Lapped) for Z300 Sections - Limit state capacity (kN/m)
SECTION 30030
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
60006300660069007200750078008100840087009000930096009900
102001050010800111001140011700120001230012600129001320013500138001410014400147001500015300156001590016200165001680017100174001770018000
12.2011.0710.099.238.487.817.226.706.235.805.425.084.774.484.223.993.773.573.383.213.052.902.772.642.522.412.312.212.122.031.951.881.811.741.671.611.561.501.451.401.36
9.788.878.087.396.796.265.785.364.994.654.344.073.823.593.383.193.022.862.712.572.442.332.222.112.021.931.851.771.701.631.561.501.451.391.341.291.251.201.161.121.09
11.4010.349.438.627.927.306.756.265.825.425.074.754.454.193.953.723.523.333.163.002.852.712.592.472.362.252.162.071.981.901.821.751.691.621.561.511.451.401.361.311.27
12.2011.0710.099.238.487.817.226.706.235.805.425.084.774.484.223.993.773.573.383.213.052.902.772.642.522.412.312.212.122.031.951.881.811.741.671.611.561.501.451.401.36
12.2011.0710.099.238.487.817.226.706.235.805.425.084.774.484.223.993.773.573.383.213.052.902.772.642.522.412.312.212.122.031.951.881.811.741.671.611.561.501.451.401.36
32.1427.7624.1421.1318.6016.4514.6313.0611.7110.549.528.637.857.156.546.005.515.084.694.334.023.733.473.233.022.822.642.482.322.192.061.941.831.731.631.551.461.391.321.251.19
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 12
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table DL350-Double Spans(Lapped) for Z350 Sections - Limit state capacity (kN/m)
SECTION 35030
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
60006300660069007200750078008100840087009000930096009900
102001050010800111001140011700120001230012600129001320013500138001410014400147001500015300156001590016200165001680017100174001770018000
14.5213.1712.0010.9810.089.298.597.977.416.916.456.045.675.335.024.744.484.244.023.823.633.453.293.143.002.872.742.632.522.422.322.232.152.071.991.921.851.791.731.671.61
13.1111.8910.839.919.108.397.767.196.696.235.835.465.124.814.544.284.053.833.633.453.283.122.972.842.712.592.482.372.282.182.102.021.941.871.801.731.671.611.561.511.46
14.5213.1712.0010.9810.089.298.597.977.416.916.456.045.675.335.024.744.484.244.023.823.633.453.293.143.002.872.742.632.522.422.322.232.152.071.991.921.851.791.731.671.61
14.5213.1712.0010.9810.089.298.597.977.416.916.456.045.675.335.024.744.484.244.023.823.633.453.293.143.002.872.742.632.522.422.322.232.152.071.991.921.851.791.731.671.61
14.5213.1712.0010.9810.089.298.597.977.416.916.456.045.675.335.024.744.484.244.023.823.633.453.293.143.002.872.742.632.522.422.322.232.152.071.991.921.851.791.731.671.61
51.5644.5438.7333.9029.8426.4023.4720.9518.7916.9115.2813.8412.5911.4810.499.628.848.147.526.956.445.985.575.194.844.534.243.973.733.513.303.112.932.772.622.482.352.232.112.011.91
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 13
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table DL350-Double Spans(Lapped) for Z350 Sections - Limit state capacity (kN/m)
SECTION 35024
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
60006300660069007200750078008100840087009000930096009900
102001050010800111001140011700120001230012600129001320013500138001410014400147001500015300156001590016200165001680017100174001770018000
10.129.188.377.657.036.485.995.555.164.814.504.213.953.723.503.313.122.962.802.662.532.412.302.192.092.001.911.831.761.691.621.561.501.441.391.341.291.251.201.161.12
10.019.088.277.576.956.415.925.495.114.764.454.173.913.683.463.273.092.922.772.632.502.382.272.172.071.981.891.811.741.671.601.541.481.431.371.321.281.231.191.151.11
10.129.188.377.657.036.485.995.555.164.814.504.213.953.723.503.313.122.962.802.662.532.412.302.192.092.001.911.831.761.691.621.561.501.441.391.341.291.251.201.161.12
10.129.188.377.657.036.485.995.555.164.814.504.213.953.723.503.313.122.962.802.662.532.412.302.192.092.001.911.831.761.691.621.561.501.441.391.341.291.251.201.161.12
10.129.188.377.657.036.485.995.555.164.814.504.213.953.723.503.313.122.962.802.662.532.412.302.192.092.001.911.831.761.691.621.561.501.441.391.341.291.251.201.161.12
40.2534.7730.2426.4623.2920.6118.3216.3614.6713.2011.9310.819.838.968.197.516.906.365.875.435.034.674.354.053.783.533.313.102.912.742.582.432.292.162.041.941.831.741.651.571.49
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 14
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table DL400-Double Spans(Lapped) for Z400 Sections - Limit state capacity (kN/m)
SECTION 40024
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
40.2534.7730.2426.4623.2920.6118.3216.3614.6713.2011.9310.819.838.968.197.516.906.365.875.435.034.674.354.053.783.533.313.102.912.742.582.432.292.162.041.941.831.741.651.571.49
11.2610.229.318.527.827.216.666.185.755.365.014.694.404.143.903.683.483.293.122.962.822.682.552.442.332.222.132.041.961.881.801.731.671.601.551.491.441.391.341.291.25
11.2610.229.318.527.827.216.666.185.755.365.014.694.404.143.903.683.483.293.122.962.822.682.552.442.332.222.132.041.961.881.801.731.671.601.551.491.441.391.341.291.25
11.2610.229.318.527.827.216.666.185.755.365.014.694.404.143.903.683.483.293.122.962.822.682.552.442.332.222.132.041.961.881.801.731.671.601.551.491.441.391.341.291.25
11.2610.229.318.527.827.216.666.185.755.365.014.694.404.143.903.683.483.293.122.962.822.682.552.442.332.222.132.041.961.881.801.731.671.601.551.491.441.391.341.291.25
11.2610.229.318.527.827.216.666.185.755.365.014.694.404.143.903.683.483.293.122.962.822.682.552.442.332.222.132.041.961.881.801.731.671.601.551.491.441.391.341.291.25
55.2447.7241.5036.3231.9728.2825.1422.4520.1318.1216.3714.8313.4912.3011.2410.319.478.728.057.456.916.415.965.565.194.854.544.264.003.763.543.333.142.972.812.662.522.392.272.152.05
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 15
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table DL400-Double Spans(Lapped) for Z400 Sections - Limit state capacity (kN/m)
SECTION 40030
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
60006300660069007200750078008100840087009000930096009900
102001050010800111001140011700120001230012600129001320013500138001410014400147001500015300156001590016200165001680017100174001770018000
17.1515.5514.1712.9711.9110.9710.159.418.758.167.627.146.706.305.935.605.295.014.754.514.294.083.893.713.543.393.243.102.982.862.742.642.542.442.352.272.192.112.041.971.91
15.8814.4013.1212.0111.0310.169.408.718.107.557.066.616.205.835.495.194.904.644.404.183.973.783.603.443.283.143.002.882.762.652.542.442.352.262.182.102.031.951.891.821.76
17.1515.5514.1712.9711.9110.9710.159.418.758.167.627.146.706.305.935.605.295.014.754.514.294.083.893.713.543.393.243.102.982.862.742.642.542.442.352.272.192.112.041.971.91
17.1515.5514.1712.9711.9110.9710.159.418.758.167.627.146.706.305.935.605.295.014.754.514.294.083.893.713.543.393.243.102.982.862.742.642.542.442.352.272.192.112.041.971.91
17.1515.5514.1712.9711.9110.9710.159.418.758.167.627.146.706.305.935.605.295.014.754.514.294.083.893.713.543.393.243.102.982.862.742.642.542.442.352.272.192.112.041.971.91
71.1761.4853.4746.8041.1936.4432.3928.9325.9423.3421.0919.1117.3815.8414.4913.2812.2011.2410.389.608.908.267.687.166.686.255.855.485.154.844.554.294.053.823.623.423.243.072.922.772.64
Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 [email protected] 16
PURLINS & GIRTS - DOUBLE LAPPED SPAN
Double Lapped Span
NOTES: 1. The loads have been based on the Standard AS/NZS 4600:1996 using Limit State method
2. Following values of Fy considered for calculating the ultimate loads • 1.0 mm BMT Grade AS1397/G550 Z350 - Fy = 550 Mpa • 1.2 mm BMT Grade AS1397/G500 Z350 - Fy = 500 Mpa • 1.5, 1.9, 2.4, 3.0 mm BMT Grade AS1397/ G450 Z350 - Fy = 450 Mpa
3. The loads have been based on the use of approved Metroll sections & bridging systems.
4. The BOLD HORIZONTAL LINE marks where the overall length of the sections exceeds the normal delivery length (12000 mm nominal).
5. IN = Inward load capacity. OUT = outward load capacity. DEF. = Load required to give a deflection of SPAN/150
Overall purlin length = span + 70mm + lap/2
Span (mm) Span (mm)
Lap
Table F100-Four Spans for Z/C100 Sections - Limit state capacity (kN/m)
SECTION 10012
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
2100240027003000330036003900420045004800510054005700600063006600
4.843.712.932.371.961.651.401.211.050.930.820.730.660.590.540.49
4.843.712.932.371.961.651.401.211.050.930.820.730.660.590.54
4.843.712.932.371.961.651.401.211.050.930.820.730.660.590.540.49
4.843.712.932.371.961.651.401.211.050.930.820.730.660.590.540.49
4.843.712.932.371.961.651.401.211.050.930.820.730.660.590.540.49
8.735.854.112.992.251.731.361.090.890.730.610.510.440.370.320.28
