PURLINS & GIRTS - DOUBLE LAPPED SPAN€¦ · PURLINS & GIRTS - DOUBLE LAPPED SPAN Double...

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