PURLINS & GIRTS - SINGLE SPAN - Metroll Newcastle & GIRTS - SINGLE SPAN Single Span NOTES: 1. The...
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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 - SINGLE SPAN Single 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 Span (mm) Overall purlin length = span + 70mm Table S100-Single Spans for Z/C100 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 6000 6300 6600 3.53 2.70 2.13 1.73 1.43 1.20 1.02 0.88 0.77 0.67 0.60 0.53 0.48 0.43 0.39 0.36 2.99 1.81 1.15 0.76 0.53 0.37 3.53 2.70 2.13 1.73 1.43 1.11 0.84 0.63 0.48 3.53 2.70 2.13 1.73 1.43 1.20 1.02 0.88 0.77 0.67 0.58 0.47 3.53 2.70 2.13 1.73 1.43 1.20 1.02 0.88 0.77 0.67 0.60 0.53 0.48 3.73 2.50 1.75 1.28 0.96 0.74 0.58 0.47 0.38 0.31 0.26 0.22 0.19 0.16 0.14 0.12 Table S100-Single 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 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 6300 6600 4.69 3.59 2.83 2.30 1.90 1.59 1.36 1.17 1.02 0.90 0.79 0.71 0.64 0.57 0.52 0.47 3.51 2.12 1.35 0.90 0.62 0.44 4.69 3.59 2.83 2.30 1.82 1.32 0.98 0.74 0.57 0.44 4.69 3.59 2.83 2.30 1.90 1.59 1.36 1.17 1.02 0.86 0.69 0.56 0.46 4.69 3.59 2.83 2.30 1.90 1.59 1.36 1.17 1.02 0.90 0.79 0.71 0.64 0.57 0.52 0.47 4.63 3.10 2.18 1.59 1.19 0.92 0.72 0.58 0.47 0.39 0.32 0.27 0.23 0.20 0.17 0.15
Transcript of PURLINS & GIRTS - SINGLE SPAN - Metroll Newcastle & GIRTS - SINGLE SPAN Single Span NOTES: 1. The...
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S100-Single Spans for Z/C100 Sections - Limit state capacity (kN/m)
SECTION 10010
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
2100240027003000330036003900420045004800510054005700600063006600
3.532.702.131.731.431.201.020.880.770.670.600.530.480.430.390.36
2.991.811.150.760.530.37
3.532.702.131.731.431.110.840.630.48
3.53 2.702.131.731.431.201.020.880.770.670.580.47
3.532.702.131.731.431.201.020.880.770.670.600.530.48
3.732.501.751.280.960.740.580.470.380.310.260.220.190.160.140.12
Table S100-Single 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
4.693.592.832.301.901.591.361.171.020.900.790.710.640.570.520.47
3.512.121.350.900.620.44
4.693.592.832.301.821.320.980.740.570.44
4.693.592.832.301.901.591.361.171.020.860.690.560.46
4.693.592.832.301.901.591.361.171.020.900.790.710.640.570.520.47
4.633.102.181.591.190.920.720.580.470.390.320.270.230.200.170.15
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S100-Single Spans for Z/C100 Sections - Limit state capacity (kN/m)
SECTION 10015
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
210024002700300033003600390042004500480051005400570060006300660069007200
6.174.733.733.022.502.101.791.541.341.181.050.930.840.760.690.620.570.53
4.372.641.691.120.780.55
6.174.733.733.022.251.641.220.920.710.56
6.174.733.733.022.502.101.791.541.341.070.860.700.570.47
6.174.733.733.022.502.101.791.541.341.181.050.930.840.760.690.620.560.48
5.943.982.792.041.531.180.930.740.600.500.410.350.300.250.220.190.170.15
Table S100-Single Spans for Z/C100 Sections - Limit state capacity (kN/m)
SECTION 10019
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
210024002700300033003600390042004500480051005400570060006300660069007200 75007800
8.356.405.054.093.382.842.422.091.821.601.421.261.131.020.930.850.770.710.650.61
5.543.362.141.430.990.700.51
8.356.405.053.902.852.081.551.170.900.710.560.45
8.356.405.054.093.382.842.422.071.691.351.090.880.720.600.500.42
8.356.405.054.093.382.842.422.091.821.601.421.261.131.020.930.810.710.610.520.46
7.444.983.502.551.921.481.160.930.760.620.520.440.370.320.280.240.210.180.160.15
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S100-Single Spans for Z/C100 Sections - Limit state capacity (kN/m)
SECTION 15012
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
210024002700300033003600390042004500480051005400570060006300660069007200750078008100
7.345.624.443.602.972.502.131.841.601.411.251.111.000.900.820.740.680.620.580.530.49
7.345.623.992.731.891.350.990.740.570.44
7.345.624.443.602.972.502.131.841.601.311.050.860.700.570.47
7.345.624.443.602.972.502.131.841.601.411.251.111.000.900.820.740.650.560.48
7.345.624.443.602.972.502.131.841.601.411.251.111.000.900.820.740.680.620.580.530.49
13.208.846.214.533.402.622.061.651.341.110.920.780.660.570.490.430.370.330.290.260.23
Table S150-Single Spans for Z/C150 Sections - Limit state capacity (kN/m)
SECTION 15015
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
21002400270030003300360039004200450048005100540057006000630066006900720075007800810084008700900093009600
10.828.296.555.304.383.683.142.712.362.071.841.641.471.331.201.101.000.920.850.780.730.680.630.590.550.52
10.827.825.063.402.371.691.240.930.710.550.44
10.828.296.555.304.383.683.142.712.111.661.331.070.870.720.590.500.42
10.828.296.555.304.383.683.142.712.362.071.841.641.471.331.150.970.820.700.600.520.45
10.828.296.555.304.383.683.142.712.362.071.841.641.471.331.201.101.000.920.850.780.730.680.630.590.540.48
17.2611.568.125.924.453.432.692.161.751.451.201.010.860.740.640.560.490.430.380.340.300.270.240.220.200.18
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S150-Single Spans for Z/C150 Sections - Limit state capacity (kN/m)
SECTION 15019
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
300033003600390042004500480051005400570060006300660069007200750078008100840087009000930096009900
1020010500
7.536.225.234.463.843.352.942.612.322.091.881.711.561.421.311.201.111.030.960.900.840.780.740.690.650.61
4.323.002.151.581.180.900.700.55
7.536.225.234.463.442.682.111.681.351.100.910.750.630.530.45
7.536.225.234.463.843.352.942.612.322.091.741.461.231.050.890.770.660.570.500.44
7.536.225.234.463.843.352.942.612.322.091.881.711.561.421.311.201.111.030.960.880.780.700.620.550.500.45
7.635.734.423.472.782.261.861.551.311.110.950.820.720.630.550.490.430.390.350.310.280.260.230.210.190.18
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S150-Single Spans for Z/C150 Sections - Limit state capacity (kN/m)
SECTION 15024
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
300033003600390042004500480051005400570060006300660069007200750078008100840087009000930096009900
10200105001080011100
10.248.477.116.065.234.554.003.543.162.842.562.322.121.941.781.641.521.411.311.221.141.071.000.940.890.840.790.75
5.473.802.722.001.501.140.890.700.560.45
10.248.477.115.624.353.392.672.131.721.401.150.950.800.670.570.490.42
10.248.477.116.065.234.554.003.543.092.632.201.851.561.321.130.970.840.730.630.550.49
10.248.477.116.065.234.554.003.543.162.842.562.322.121.941.781.641.521.381.241.110.990.880.780.700.630.560.510.46
9.607.215.554.373.502.842.341.951.651.401.201.040.900.790.690.610.550.490.440.390.360.320.290.270.240.220.210.19
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S200-Single Spans for Z/C200 Sections - Limit state capacity (kN/m)
SECTION 20015
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
300033003600390042004500480051005400570060006300660069007200750078008100840087009000930096009900
10200105001080011100114001170012000
6.365.264.423.763.252.832.492.201.961.761.591.441.311.201.101.020.940.870.810.760.710.660.620.580.550.520.490.460.440.420.40
6.365.103.712.732.051.571.220.970.770.620.510.42
6.365.264.423.763.252.832.492.201.961.761.541.291.080.920.780.660.570.49
6.365.264.423.763.252.832.492.201.961.761.591.441.311.201.101.020.940.870.810.740.660.580.520.46
6.365.264.423.763.252.832.492.201.961.761.591.441.311.201.101.020.940.870.810.760.710.660.620.580.550.520.490.460.440.420.40
12.529.417.255.704.563.713.062.552.151.831.571.351.181.030.910.800.710.640.570.510.460.420.380.350.320.290.270.250.230.210.20
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S200-Single Spans for Z/C200 Sections - Limit state capacity (kN/m)
SECTION 20019
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
3000.003300.003600.003900.004200.004500.004800.005100.005400.005700.006000.006300.006600.006900.007200.007500.007800.008100.008400.008700.009000.009300.009600.009900.00
10200.0010500.0010800.0011100.0011400.0011700.0012000.00
11.099.167.706.565.664.934.333.843.423.072.772.512.292.101.921.771.641.521.411.321.231.151.081.020.960.900.860.810.770.730.69
9.846.904.973.672.762.111.641.301.040.840.690.570.47
11.099.167.706.565.664.934.333.803.092.532.091.741.461.231.040.890.770.660.580.500.44
11.099.167.706.565.664.934.333.843.423.072.772.512.292.101.921.731.501.311.141.000.880.780.690.620.550.49
11.099.167.706.565.664.934.333.843.423.072.772.512.292.101.921.771.641.521.411.321.231.151.081.020.960.900.860.810.740.670.61
16.7312.579.687.626.104.964.083.412.872.442.091.811.571.381.211.070.950.850.760.690.620.560.510.470.430.390.360.330.300.280.26
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S200-Single Spans for Z/C200 Sections - Limit state capacity (kN/m)
SECTION 20024
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
300033003600390042004500480051005400570060006300660069007200750078008100840087009000930096009900
10200105001080011100114001170012000
16.1013.3011.189.528.217.156.295.574.974.464.023.653.333.042.792.582.382.212.051.911.791.671.571.481.391.311.241.181.111.061.01
12.628.866.394.713.542.722.111.671.341.080.880.730.61
16.1013.3011.189.528.217.156.064.883.963.242.682.231.871.581.341.150.990.850.740.650.570.500.44
16.1013.3011.189.528.217.156.295.574.974.464.023.653.332.992.582.221.931.681.471.291.131.000.890.790.710.630.570.510.46
16.1013.3011.189.528.217.156.295.574.974.464.023.653.333.042.792.582.382.212.051.911.791.671.571.481.391.281.161.050.950.870.79
21.6216.2412.519.847.886.415.284.403.713.152.702.332.031.781.561.381.231.100.980.890.800.730.660.600.550.500.460.430.390.360.34
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S250-Single Spans for Z/C250 Sections - Limit state capacity (kN/m)
SECTION 25019
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
300033003600390042004500480051005400570060006300660069007200750078008100840087009000930096009900
10200105001080011100114001170012000
13.7611.389.568.147.026.125.384.764.253.813.443.122.842.602.392.202.041.891.761.641.531.431.341.261.191.121.061.010.950.900.86
13.099.186.614.873.662.812.181.721.381.120.910.750.630.530.44
13.7611.389.568.147.026.125.384.764.113.362.772.311.941.631.391.191.020.880.770.670.590.520.46
13.7611.389.568.147.026.125.384.764.253.813.443.122.842.602.392.202.001.741.521.331.171.040.920.820.730.650.590.530.48
13.7611.389.568.147.026.125.384.764.253.813.443.122.842.602.392.202.041.891.761.641.531.431.341.261.191.121.061.010.950.900.82
28.2921.2516.3712.8810.318.386.915.764.854.123.543.052.662.332.051.811.611.441.291.161.050.950.860.790.720.660.610.560.520.480.44
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S250-Single Spans for Z/C250 Sections - Limit state capacity (kN/m)
SECTION 25024
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
300033003600390042004500480051005400570060006300660069007200750078008100840087009000930096009900
10200105001080011100114001170012000
20.8117.2014.4512.3110.629.258.137.206.425.765.204.724.303.933.613.333.082.852.652.472.312.172.031.911.801.701.611.521.441.371.30
16.7911.788.496.264.713.612.812.221.771.431.170.970.810.680.570.49
20.8117.2014.4512.3110.629.258.086.495.274.313.562.962.482.101.781.521.311.130.980.860.750.660.580.520.46
20.8117.2014.4512.3110.629.258.137.206.425.765.204.724.303.933.432.962.562.231.951.711.511.331.181.050.940.840.750.680.610.550.50
20.8117.2014.4512.3110.629.258.137.206.425.765.204.724.303.933.613.333.082.852.652.472.312.172.031.911.801.701.541.401.271.151.05
36.5727.4821.1716.6513.3310.848.937.446.275.334.573.953.433.012.652.342.081.861.671.501.351.231.121.020.930.850.780.720.670.620.57
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S300-Single Spans for Z/C300 Sections - Limit state capacity (kN/m)
SECTION 30024
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
4500480051005400570060006300660069007200750078008100840087009000930096009900
102001050010800111001140011700120001230012600129001320013500138001410014400147001500015300156001590016200165001680017100174001770018000
12.5811.059.798.737.847.076.425.855.354.914.534.193.883.613.363.142.942.762.602.452.312.182.071.961.861.771.681.601.531.461.401.341.281.231.181.131.091.051.010.970.940.900.870.840.810.79
8.536.685.304.253.452.832.341.951.641.391.181.010.870.760.660.580.510.45
12.5811.059.798.737.847.076.425.734.874.163.573.092.682.332.041.791.581.401.241.110.990.890.800.720.650.590.540.49
12.5811.059.798.737.847.076.425.855.354.914.534.193.883.613.363.142.942.722.432.181.961.761.591.441.311.191.080.990.900.830.760.700.640.590.550.500.47
12.5811.059.798.737.847.076.425.855.354.914.534.193.883.613.363.142.942.762.602.452.312.182.071.961.861.771.681.601.531.461.401.341.281.221.131.050.980.910.850.790.740.690.650.610.570.53
18.5915.3212.7710.769.157.846.785.895.164.544.023.573.192.862.572.322.111.911.751.601.461.341.241.141.060.980.910.850.790.740.690.640.600.570.530.500.470.450.420.400.380.360.340.320.310.29
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S300-Single Spans for Z/C300 Sections - Limit state capacity (kN/m)
SECTION 30030
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
4500480051005400570060006300660069007200750078008100840087009000930096009900
102001050010800111001140011700120001230012600129001320013500138001410014400147001500015300156001590016200165001680017100174001770018000
18.0315.8514.0412.5211.2410.149.208.387.677.046.496.005.565.174.824.514.223.963.723.513.313.132.962.812.672.542.412.302.192.102.001.921.841.761.691.621.561.501.441.391.341.291.251.211.171.13
11.098.686.895.544.493.693.052.542.141.811.541.321.140.990.860.750.660.580.520.460.41
18.0315.8514.0412.5211.2410.148.787.426.315.404.644.013.483.032.662.332.061.821.621.441.291.161.040.940.850.770.700.640.580.530.48
18.0315.8514.0412.5211.2410.149.208.387.677.046.496.005.565.174.824.443.953.523.152.822.542.292.071.871.701.541.401.281.171.070.990.910.830.770.710.660.610.560.520.49
18.0315.8514.0412.5211.2410.149.208.387.677.046.496.005.565.174.824.514.223.963.723.513.313.132.962.812.672.542.412.302.192.101.991.841.711.581.471.361.271.181.101.030.960.900.840.790.740.69
23.9919.7716.4813.8811.8010.128.747.606.655.865.184.614.113.693.323.002.722.472.252.061.891.741.601.481.361.271.171.091.020.950.890.830.780.730.690.650.610.580.540.510.490.460.440.410.390.37
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S350-Single Spans for Z/C350 Sections - Limit state capacity (kN/m)
SECTION 35030
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
4500480051005400570060006300660069007200750078008100840087009000930096009900
102001050010800111001140011700120001230012600129001320013500138001410014400147001500015300156001590016200165001680017100174001770018000
21.7019.0716.8915.0713.5212.2111.0710.099.238.487.817.226.706.235.815.425.084.774.484.223.993.773.573.383.213.052.902.772.642.522.412.312.212.122.031.951.881.811.741.671.611.561.501.451.401.36
21.7018.2214.6111.819.637.936.585.514.643.943.362.892.492.161.891.651.451.281.141.010.900.810.720.650.590.53
21.7019.0716.8915.0713.5212.2111.0710.099.238.487.817.226.706.235.574.934.373.883.463.092.772.492.242.031.831.661.511.381.261.151.060.970.890.820.760.700.650.600.560.520.48
21.7019.0716.8915.0713.5212.2111.0710.099.238.487.817.226.706.235.815.425.084.774.484.223.993.773.573.383.213.052.902.682.472.272.091.931.781.641.521.411.311.211.131.050.980.920.860.800.750.70
21.7019.0716.8915.0713.5212.2111.0710.099.238.487.817.226.706.235.815.425.084.774.484.223.993.773.573.383.213.052.902.772.642.522.412.312.212.122.031.951.881.811.741.671.611.561.501.451.401.36
38.6331.8326.5422.3619.0116.3014.0812.2410.729.438.347.426.625.945.354.834.383.983.633.323.042.792.572.382.202.041.891.761.641.531.431.341.261.181.111.040.980.930.880.830.780.740.700.670.630.60
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S400-Single Spans for Z/C350 Sections - Ultimate load capacity (KN/M)
SECTION 30024
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
60006300660069007200750078008100840087009000930096009900
102001050010800111001140011700120001080011100114001170012000
8.607.807.116.515.975.515.094.724.394.093.823.583.363.162.982.812.662.512.382.262.152.662.512.382.262.15
6.535.484.613.883.302.812.422.091.811.581.381.221.070.950.850.760.680.610.550.490.450.680.610.550.490.45
8.607.807.116.515.975.515.094.724.394.093.823.473.102.782.512.262.041.852.381.531.392.041.852.381.531.39
8.607.807.116.515.975.515.094.724.394.093.823.583.363.162.982.812.662.512.382.262.152.662.512.382.262.15
8.607.807.116.515.975.515.094.724.394.093.823.583.363.162.982.812.662.512.382.262.152.662.512.382.262.15
12.7210.999.568.377.366.515.795.174.644.173.773.423.112.832.592.372.182.011.861.721.592.182.011.861.721.59
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S400-Single Spans for Z/C400 Sections - Ultimate load capacity (KN/M)
SECTION 40024
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
60006300660069007200750078008100840087009000930096009900
102001050010800111001140011700120001230012600129001320013500138001410014400147001500015300156001590016200165001680017100174001770018000
9.638.737.967.286.696.165.705.284.914.584.284.013.763.543.333.142.972.812.672.532.412.292.182.081.991.901.821.741.671.601.541.481.421.371.321.271.231.191.141.111.07
7.786.535.494.623.923.352.882.492.161.881.651.451.281.131.010.900.800.720.650.590.53
9.638.737.967.286.696.165.705.284.914.584.284.013.713.322.992.702.442.212.011.831.661.511.371.251.151.050.970.890.820.760.700.650.600.560.520.48
9.638.737.967.286.696.165.705.284.914.584.284.013.763.543.333.142.972.812.672.532.412.292.182.081.991.901.821.701.581.471.371.271.191.111.040.970.910.850.800.750.70
9.638.737.967.286.696.165.705.284.914.584.284.013.763.543.333.142.972.812.672.532.412.292.182.081.991.901.821.741.671.601.541.481.421.371.321.271.231.191.141.111.07
17.4615.0813.1211.4810.108.947.957.106.365.735.174.694.263.893.553.262.992.762.552.352.182.031.891.761.641.531.441.351.261.191.121.050.990.940.890.840.800.750.720.680.65
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 - SINGLE SPAN
Single 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
Span (mm)
Overall purlin length = span + 70mm
Table S400-Single Spans for Z/C400 Sections - Ultimate load capacity (KN/M)
SECTION 40030
LOADING Inward Outward Def
BRIDGING 0,1,2,3 0 1 2 3
60006300660069007200750078008100840087009000930096009900
102001050010800111001140011700120001230012600129001320013500138001410014400147001500015300156001590016200165001680017100174001770018000
14.4313.0911.9310.9110.029.248.547.927.366.876.426.015.645.304.994.714.464.224.003.803.613.433.273.122.982.852.732.612.512.402.312.222.142.061.981.911.841.781.721.661.60
9.698.056.745.684.824.113.533.052.652.312.021.781.571.391.241.100.990.890.800.720.65
14.4313.0911.9310.9110.029.248.547.927.366.796.025.344.744.233.783.393.042.742.482.242.041.851.691.541.411.291.191.091.010.930.860.790.740.680.640.59
14.4313.0911.9310.9110.029.248.547.927.366.876.426.015.645.304.994.714.464.224.003.803.613.433.273.012.772.552.352.172.011.861.721.601.481.381.291.201.121.050.980.920.86
14.4313.0911.9310.9110.029.248.547.927.366.876.426.015.645.304.994.714.464.224.003.803.613.433.273.122.982.852.732.612.512.402.312.222.142.061.981.911.841.781.721.661.60
22.4919.4316.9014.7913.0211.5210.249.148.207.386.666.045.495.014.584.203.863.553.283.032.812.612.432.262.111.971.851.731.631.531.441.361.281.211.141.081.020.970.920.880.83
