Aluminum Beams 6.5
Use:
It serves as a support member in slab and beam formwork and can substitute timber planks with plywood topping to create a work platform at construction sites.
Finish:
Self colour
| PART NUMBER | DESCRIPTION | LENGTH (METER) | WEIGHT(LBS) | WEIGHT(KG) |
|---|---|---|---|---|
| ALB65X02 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 2' 0" | 0.6 | 8.4 | 3.8 |
| ALB65X03 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 3' 0" | 0.9 | 12.6 | 5.7 |
| ALB65X03.5 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 3' 5" | 1.1 | 14.6 | 6.6 |
| ALB65X04 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 4' 0" | 1.2 | 16.8 | 7.6 |
| ALB65X05 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 5' 0" | 1.5 | 21.0 | 9.5 |
| ALB65X06 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 6' 0" | 1.8 | 25.2 | 11.4 |
| ALB65X07 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 7' 0" | 2.1 | 29.4 | 13.3 |
| ALB65X08 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 8' 0" | 2.4 | 33.6 | 15.2 |
| ALB65X09 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 9' 0" | 2.7 | 37.8 | 17.1 |
| ALB65X10 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 10' 0" | 3.0 | 42.0 | 19.1 |
| ALB65X11 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 11' 0" | 3.4 | 46.2 | 21.0 |
| ALB65X12 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 12' 0" | 3.7 | 50.4 | 22.9 |
| ALB65X13 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 13' 0" | 4.0 | 54.6 | 24.8 |
| ALB65X14 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 14' 0" | 4.3 | 58.8 | 26.7 |
| ALB65X15 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 15' 0" | 4.6 | 63.0 | 28.6 |
| ALB65X16 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 16' 0" | 4.9 | 67.2 | 30.5 |
| ALB65X17 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 17' 0" | 5.2 | 71.4 | 32.4 |
| ALB65X18 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 18' 0" | 5.5 | 75.6 | 34.3 |
| ALB65X19 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 19' 0" | 5.8 | 79.8 | 36.2 |
| ALB65X20 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 20' 0" | 6.1 | 84.0 | 38.1 |
| ALB65X21 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 21' 0" | 6.4 | 88.2 | 40.0 |
| ALB65X22 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 22' 0" | 6.7 | 92.4 | 41.9 |
| ALB65X23 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 23' 0" | 7.0 | 96.6 | 43.8 |
| ALB65X24 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 24' 0" | 7.3 | 100.8 | 45.7 |
| ALB65X25 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 25' 0" | 7.6 | 105.0 | 47.6 |
| ALB65X26 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 26' 0" | 7.9 | 109.2 | 49.5 |
| ALB65X27 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 27' 0" | 8.2 | 113.4 | 51.4 |
| ALB65X28 | ALUMINUM BEAM W/NAILER STRIP 6.5" X 28' 0" | 8.5 | 117.6 | 53.3 |
6.5” ALUMINUM BEAM W/NAILER STRIP LOADING DATA
| ALUMINUM PRIMARY BEAM (6.5"X5") LOADING CHART | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| FOS-2.2 | DEFLECTION =L/360 | DEFLECTION =L/270 | |||||||||
| SPAN | LOAD | ALLOWABLE DEFLECTION | DESIGN CRITERIA | LOAD | ALLOWABLE DEFLECTION | DESIGN CRITERIA | |||||
| (M) | (FT) | KN/M | LBS/FT | (MM) | (INCH) | - | KN/M | LBS/FT | (MM) | (INCH) | - |
| 1.2 | 4 | 36.5 | 2508 | 3.39 | 0.13 | 'M' | 36.4 | 2508 | 4.52 | 0.18 | 'M' |
| 1.5 | 5 | 23.3 | 1115 | 5.08 | 0.20 | 'M' | 23.3 | 1605 | 5.64 | 0.22 | 'M' |
| 1.8 | 6 | 16.2 | 1115 | 5.08 | 0.20 | 'M' | 16.2 | 1115 | 6.77 | 0.27 | 'M' |
| 2.1 | 7 | 10.6 | 729 | 5.93 | 0.23 | 'D' | 11.9 | 819 | 7.90 | 0.31 | 'M' |
| 2.4 | 8 | 7.1 | 489 | 6.77 | 0.27 | 'D' | 9.1 | 627 | 9.03 | 0.36 | 'M' |
| 2.7 | 9 | 5.0 | 343 | 7.62 | 0.30 | 'D' | 6.6 | 458 | 10.16 | 0.40 | 'D' |
| 3.0 | 10 | 3.6 | 250 | 8.47 | 0.33 | 'D' | 4.8 | 334 | 11.29 | 0.44 | 'D' |
| 3.4 | 11 | 2.7 | 188 | 9.31 | 0.37 | 'D' | 3.6 | 251 | 12.42 | 0.49 | 'D' |
| 3.7 | 12 | 2.1 | 145 | 10.16 | 0.40 | 'D' | 2.8 | 193 | 13.55 | 0.53 | 'D' |
| 4.0 | 13 | 1.7 | 114 | 110.1 | 0.43 | 'D' | 2.2 | 152 | 14.67 | 0.58 | 'D' |
| 4.3 | 14 | 1.3 | 91 | 11.85 | 0.47 | 'D' | 1.8 | 122 | 15.80 | 0.62 | 'D' |
| 4.6 | 15 | 1.1 | 74 | 12.70 | 0.50 | 'D' | 1.4 | 99 | 16.93 | 0.67 | 'D' |
| 4.9 | 16 | 0.9 | 61 | 13.55 | 0.53 | 'D' | 1.2 | 81 | 18.06 | 0.71 | 'D' |
| 5.2 | 17 | 0.7 | 51 | 14.39 | 0.57 | 'D' | 1.0 | 68 | 19.19 | 0.76 | 'D' |
| 5.5 | 18 | 0.6 | 43 | 15.24 | 0.60 | 'D' | 0.8 | 57 | 20.32 | 0.80 | 'D' |
| 5.8 | 19 | 0.5 | 36 | 16.09 | 0.63 | 'D' | 0.7 | 49 | 21.45 | 0.84 | 'D' |
| 6.1 | 20 | 0.5 | 31 | 16.93 | 0.67 | 'D' | 0.6 | 42 | 22.58 | 0.89 | 'D' |
NOTES:
4. Safety Factor considered 2.2 times.
5. Safe Working Load considered based on Simply Supported beam.
6. Considered Minimum Overhanging of 150mm at the time of operation.
DESIGN CRITERIA:
‘M’ – Denoted Moment governed
‘D’ – Denoted Deflection governed
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