Louvretec Design Manual

Page 417

LOW

200x50x3 RHS

5050

4400

4000

3700

3400

3150

2950

2750

2600

2-200x50x3 RHS

6250

5500

5050

4700

4400

4200

4000

3850

3750

250x50x3 RHS

6100

5350

4900

4450

4050

3750

3500

3300

3150

2-250x50x3 RHS

7550

6700

6100

5700

5350

5100

4900

4650

4400

300x50x3.5 RHS

7500

6600

6000

5400

4900

4550

4250

4000

3800

2-300x50x3.5 RHS

9250

8200

7500

7000

6600

6300

6000

5700

5400

150x50x3 RHS

3650

3150

2850

2600

2350

2200

2050

1950

1850

2-150x50x3 RHS

4550

4000

3650

3350

3150

3000

2850

2700

200x50x3 RHS

4650

4050

3550

3200

2900

2700

2500

2350

2250

2-200x50x3 RHS

5800

5100

4650

4300

4050

3850

3600 3350 Attach to house

3200

250x50x3 RHS

5650

4950

4250

3800

3450

3200

3000

2850

2700

300x50x3.5 RHS

6950

6000

5150

4600

4200

3900

3650

3450

3250

typical detail : aluminium beam & post structures

engineering - beam calculation

THREE BASIC BEAM DESIGNS

2550 TYPICAL ALUMINIUM BEAM & POST ASSEMBLY

TO CALCULATE TRIBUTARY LENGTH FOR BEAMS MEDIUM // 1. SIMPLY SUPPORTED

Typically the tributary length for simply supported beams only is half the length of the louvre span (refer note below) 2-250x50x3 RHS 7000 6200 5650 5250 4900 4500 4200 4000 3750 Determining the Tributary length is shown through figures 1–4 on pages 12.09 and 12.11 of this engineering section. 2-300x50x3.5 RHSbe taken when 8600 calculating 7600 the tributary 6950 6450 for mid 6000 5150 Note: Care must length beams on5550 continuous spanning4850 structures4600 as half 3200of the beam 2800 may not 2400 be equal. 2150 the150x50x3 louvre RHS span on either side 2-150x50x3 RHS

4050

3200

1700

1600

1550

2550

2400

2250

2150

3450

2950

2650

2400

2250

2100

2000

1900

2-200x50x3 RHS

5200

4500

4100

3800

3450

3200

3000

2800

2650

250x50x3 RHS

5000

4100

3550

3150

engineering - beam calculation HIGH

1850

4100

Roof Beam 200x50x3 RHS

3500

1950 Aluminium Posts 2950 2750

2900 2700 2500 2350 Footing TO CALCULATE TRIBUTARY LENGTH FOR BEAMS 2-250x50x3 RHS 6350 5500 5000 4450 4050 3750 3500 3300 Size to Typically the tributary length for simply supported beams only is half the lengthBeam of the louvre span (refer note below) Achieve 300x50x3.5 RHS 6150 5000 4300 3850 3500Desired Span 3250 3050 2850 Base Plate Connection

2250 3150 2700

Determining the Tributary length is shown through figures 1–4 on pages 10.09 and 10.10 of this engineering section. JOB NAME: 7800 6850

2-300x50x3.5 RHS

LouvreTec 2012 6150 Manual5450

5000

4600

4300

4050PAGE No:3850

150x50x3 RHS when calculating 2900SECTION: 2450 2100 1900 onBEAM 1750CALCULATIONS 1600 1500 1400 Note: Care must be taken the tributary length for midLOUVRETEC beams continuous spanning structures as half SPAN SUMMARY CONFIGURATIONS AVAILABLE // 2. SINGLE CANTILEVER 2-150x50x3 RHS 3700 3200 2900 2650 2400 2250 2100 1950 the louvre span on either side of the beam may not be equal. 200x50x3 RHS

3700

2-200x50x3 RHS

4750

CALCULATION SHEET

VERY HIGH

250x50x3 RHS Roof Beam

2-250x50x3 RHS

4400

DATE:

3000

L030-0003B 2600 11/04/2013

4150

3700

300x50x3.5 RHSof louvre Tributary length

2350

DESIGNED: 2100 1950

3300

3000

HOUSE

HOUSE

2800

1850

1850

MR 1750

1650

2600

2450

2350

2050

1950

3600 3100 2800 2350 2200 (preliminary values only - to be2550 confirmed by engineer)

Max5800 Beam Span5050 (mm)

HOUSE

4350

3900 LOUVRES

3550

3300 LOUVRES 3100

2900LOUVRES 2750

5350 1

4350 1.5

3750 2

3350 2.5

3050 3

2850 3.5

2650 4

2500 4.5

2400 5

7200

6200

5350

4800

4050

3750

3550

3350

150x50x3 RHS

2700 3950

2200 3450

1900 3150

HOUSE 1700 2900

4350 1550 2750

1450 2550

1350 2400

1300 2250

2-150x50x3 RHS

4900 3450

4300 3000

3950 2700

3650 2400

3450 2200

3300 2050

3150 1900

3000 1800

200x50x3 RHS

5050 3350

4400 2750

4000 2350

3700 2100

3400 1950

3150 1800

2950 1650

2750 2600 1550LOUVRES 1500

2-200x50x3 RHS 2-200x50x3 RHS

6250 4450

5500 3850

5050 3350

4700 3000

4400 2750

4200 2550

4000 2350

3850 2250

3750 2100

250x50x3 RHS 250x50x3 RHS

6100 4000

5350 3250

4900 2800

4450 2500

4050 2300

3750 2150

3500 2000

3300 1850

3150 1800

2-250x50x3 RHS 2-250x50x3 RHS

7550 5400

6700 4600

6100 3950

5700 3550

5350 3250

5100 HOUSE 3000

4900 2800

4650 2650

4400 2500

7500 4850

6600 3950

6000 3400

5400 3050

4900 2800

4550 2600

4250 2400

4000 2250

3800 2150

2-300x50x3.5 RHS 2-300x50x3.5 RHS

9250 6750

8200 5600

7500 4850

7000 4350

6600 3950

6300 3650

6000 3400

5700 3200

3650

3150

2850

Refer to section 12 for2200 full engineering details. 2600 2350 2050 1950

5400 3050

150x50x3 RHS 2-150x50x3 RHS

4550

4000

3650

ALUMINIUM 3350 3150 BEAMS 3000

Wind RHS WindZone Zone 2-300x50x3.5 Beam Size (mm)

EXTRA LOW HIGH

JOB NO:

1350

1

// 3. CONTINUOUS SPAN 300x50x3.5 RHS 300x50x3.5 RHS

LOUVRES

HOUSE

LOUVRES

HOUSE2150 1200 2900 1700

1850

ALUMINIUM 2850 2700 POSTS 2550

200x50x3 RHS 4650 4050 3550 3200 x 50 x 2900 2700 2500 2250 150 3 x 50 x 3 2350 POSTS NOTE // THE FOLLOwING CHART IS ONLY FOR THE TRIPLE ALUMINIUM BEAM 3-300x50x3.5 wIND zONES 50ALUMINIUM BEAMS 2-200x50x3 RHS 5800 5100 4650 4300 x 50 4050 3850 3600 3350 3200 2/150 x3 MEDIUM 3-300x50x3.5 RHS MAX BEAM SPAN (mm) 150 X 150 X3 75 X 75 X 32850 250x50x3 RHS 5650 4950 4250 3800 3450 3200 3000 2700 75 x 50 x 3 200 Tributary length of louvres 1 1.5 2 2.5 x 50 x 3 3 3.5 4 4.5 5 5 4.5

Wind Zone Wind Zone LOW MEDIUM HIGH

VERY HIGH

HIGH

EXTRA HIGH

2-250x50x3 Beam Size RHS

7000

6200

50 X 3 5650 2/150 X5250

4500

300x50x3.5 RHS 2-300x50x3.5 RHS

6950 10400 8600

6000 9250 7600

5150 200 X 50 4600 4200 X3 8500 7950x 50 x 37500 250 6950 6450 6000

3900 7150 5550

150x50x3 RHS

9700 3200

8600 2800

7900 2400

6950 1950

6600 1850

100 x 50 x 31600 6350 6000 1700

2-150x50x3 RHS RHS 3-300x50x3.5 200x50x3 RHS

4050 8800 4100

3500 7800 3450

3200 2950 2750 7100 6600 50 X x3 50 x6150 2/225 X 2/300 3 2950 2650 2400

2550 5650 2250

2400 2250 5300 100 x 100 x 35000 2100 2000

2-200x50x3 RHS

8200 5200

7200 4500

X3 6500 250 X 50 5900 4100 3800

5350 3450

4950 3200

4650 3000

4350 2800

4150 2650

250x50x3 RHS 2-250x50x3 RHS

5000 7750 6350

4100 6750 5500

3550 2/250 X3150 50 X 3 5950 5300 5000 300 X 50 4450 X3

2900 4850 4050

2700 4500 3750

2500 4200 3500

2350 3950 3300

2250 3750 3150

300x50x3.5 RHS

6150

5000

4300

3500

3250

3050

2850

2700

2/200 x 50 4900 x3

2/200 X 50 X x3 50 x 3 2/250 7350 2150

225 X 300 50 X x3 50 x 3

3850

2/300 X 50 X 3

100 X 100 X4000 3 4200

753650 x 75 x 3 X3450 X 100 5 100 6850 5150

6600 4850

150 X 150 X 3

3750

3250 6400 4600 5700 1550

2150 4700 1900

2-300x50x3.5 RHS with 2/10g 7800x 25mm6850 6150 self tapping 5450 500050mm in 4600 4050of box 3850 Fix double beams together S/S Pan head screws from top4300 and bottom 3/300 X 50 X 3 150x50x3 RHS 2900 sealant 2450/ adhesive 2100along top 1900and bottom 1750 between 1600 box sections. 1500 1400 1350 section at 900crs. Use continuous flexible 2-150x50x3 RHS

3700

3200

2900

2650

2400

2250

200x50x3 RHS

3700

3000

2600

2350

2100

1950

© 2100 1950 1850 PRODUCT CATALOGUE 2009 LOUVRETEC® GROUP //1850 technical specification subject to change without notice 1750 1650

2-200x50x3 RHS

4750

4150

3700

3300

3000

2800

2600

2450

2350

250x50x3 RHS

4400

3600

3100

2800

2550

2350

2200

2050

1950

2-250x50x3 RHS

5800

5050

4350

3900

3550

3300

3100

2900

2750

300x50x3.5 RHS

5350

4350

3750

3350

3050

2850

2650

2500

2400

BEAM TYPES

12.04

VERY HIGH

LOUVRETEC GROUP ACCEPTS NO LIABILITY IF STRUCTURES ARE NOT DESIGNED AND CONSTRUCTED IN STRICT ACCORDANCE WITH THIS TECHNICAL MANUAL.

2-300x50x3.5 RHS with 2/10g7200 6200 5350 tapping 4800 4350 4050 and bottom 3750 3550 3350 Fix xdouble together x 25mm 50mm 2/300 x 50 x 3.5 3/300 x 50 x 3.5 2/250top x 50 x 3 250 x 50 xin 3 from 300 xof 50box x 3 section x3 225 x 50self x 3 2/225 x 50 screws 150 50 x 3 beams x 50 x S/S 3 Pan head 200 x 50 x 3 2/200 2/150 x 50 x3 150x50x3 RHS flexible sealant 2700 / adhesive 2200along top 1900 1700 between 1550 1450 1350 1300 1200 at 900crs. Use continuous and bottom box sections. 3450 3000 2700 2400 2200 2050 1900 1800 1700 BEAM TYPES2-150x50x3 RHS 200x50x3 RHS

3350

2750

2350

2100

1950

1800

1650

1550

1500

3000

2750

2550

2350

2250

2100

2500

2300

2150

2000

1850

1800

3550

3250

3000

2800

2650

2500

3400 3050 2/200 x 50 x 3

2800 250 x 50 x 3

2250 300 x 50 x 3

2150

DATE MODIFIED : 01/01/2017 FILE: 11.07 4450 3850 3350 EXTRA 2-200x50x3 RHS www.louvretec.co.nz www.louvretec.com.au HIGH RHS 4000 3250without notice. 2800 ©Louvretec 2017.250x50x3 All rights reserved. Technical details subject to change 2-250x50x3 RHS

5400

4600

PRODUCT CaTaLOGUE 2013© LOUVRETEC® GROUP 300x50x3.5 RHS 4850 3950 // technical specification 150 x 50 x 3 subject to change 2/150 without x 50 x 3 notice 200 x 50 x 3

3950

2600 2400 2/250 x 50 x 3

11:07 2/300 x 50 x 3


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