Metroll NewcastleABN 97 001 446 439268 Macquarie Road WARNERS BAY NSW 2282AUSTRALIAP: +61 (0)2 4954 5799F: +61 (0)2 4954 0891sales@metrollnewcastle.com.auwww.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

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 0891sales@metrollnewcastle.com.auwww.metrollnewcastle.com.au 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 0891sales@metrollnewcastle.com.auwww.metrollnewcastle.com.au 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 0891sales@metrollnewcastle.com.auwww.metrollnewcastle.com.au 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 0891sales@metrollnewcastle.com.auwww.metrollnewcastle.com.au 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 0891sales@metrollnewcastle.com.auwww.metrollnewcastle.com.au 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 0891sales@metrollnewcastle.com.auwww.metrollnewcastle.com.au 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 0891sales@metrollnewcastle.com.auwww.metrollnewcastle.com.au 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 0891sales@metrollnewcastle.com.auwww.metrollnewcastle.com.au 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 0891sales@metrollnewcastle.com.auwww.metrollnewcastle.com.au 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 0891sales@metrollnewcastle.com.auwww.metrollnewcastle.com.au 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 0891sales@metrollnewcastle.com.auwww.metrollnewcastle.com.au 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 0891sales@metrollnewcastle.com.auwww.metrollnewcastle.com.au 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 0891sales@metrollnewcastle.com.auwww.metrollnewcastle.com.au 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 0891sales@metrollnewcastle.com.auwww.metrollnewcastle.com.au 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 0891sales@metrollnewcastle.com.auwww.metrollnewcastle.com.au 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