Primary Aluminum Beams 7.5
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) |
|---|---|---|---|---|
| ALPB75X02 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 2' 0" | 0.6 | 11.1 | 5.0 |
| ALPB75X03 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 3' 0" | 0.9 | 16.6 | 7.5 |
| ALPB75X03.5 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 3' 6" | 1.1 | 19.4 | 8.8 |
| ALPB75X04 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 4' 0" | 1.2 | 22.2 | 10.1 |
| ALPB75X05 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 5' 0" | 1.5 | 27.7 | 12.6 |
| ALPB75X06 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 6' 0" | 1.8 | 33.2 | 15.1 |
| ALPB75X07 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 7' 0" | 2.1 | 38.8 | 17.6 |
| ALPB75X08 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 8' 0" | 2.4 | 44.3 | 20.1 |
| ALPB75X09 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 9' 0" | 2.7 | 49.9 | 22.6 |
| ALPB75X10 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 10' 0" | 3.0 | 55.4 | 25.1 |
| ALPB75X11 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 11' 0" | 3.4 | 60.9 | 27.6 |
| ALPB75X12 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 12' 0" | 3.7 | 66.5 | 30.2 |
| ALPB75X13 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 13' 0" | 4.0 | 72.0 | 32.7 |
| ALPB75X14 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 14' 0" | 4.3 | 77.6 | 35.2 |
| ALPB75X15 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 15' 0" | 4.6 | 83.1 | 37.7 |
| ALPB75X16 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 16' 0" | 4.9 | 88.6 | 40.2 |
| ALPB75X17 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 17' 0" | 5.2 | 94.2 | 42.7 |
| ALPB75X18 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 18' 0" | 5.5 | 99.7 | 45.2 |
| ALPB75X19 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 19' 0" | 5.8 | 105.3 | 47.7 |
| ALPB75X20 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 20' 0" | 6.1 | 110.8 | 50.3 |
| ALPB75X21 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 21' 0" | 6.4 | 116.3 | 52.8 |
| ALPB75X22 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 22' 0" | 6.7 | 121.9 | 55.3 |
| ALPB75X23 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 23' 0" | 7.0 | 127.4 | 57.8 |
| ALPB75X24 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 24' 0" | 7.3 | 133.0 | 60.3 |
| ALPB75X25 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 25' 0" | 7.6 | 138.5 | 62.8 |
| ALPB75X26 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 26' 0" | 7.9 | 144.0 | 65.3 |
| ALPB75X27 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 27' 0" | 8.2 | 149.6 | 67.8 |
| ALPB75X28 | ALUMINUM PRIMARY BEAM W/NAILER STRIP 7.5" X 28' 0" | 8.5 | 155.1 | 70.4 |
7.5” ALUMINUM PRIMARY BEAM W/NAILER STRIP LOADING DATA
| ALUMINUM PRIMARY BEAM (7.5"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 | 51.7 | 3568 | 3.38 | 0.13 | M | 51.7 | 3568 | 4.51 | 0.18 | M |
| 1.5 | 5 | 33.1 | 2283 | 4.23 | 0.17 | M | 33.1 | 2283 | 5.64 | 0.22 | M |
| 1.8 | 6 | 23.0 | 1586 | 5.08 | 0.20 | M | 23.0 | 1586 | 6.77 | 0.27 | M |
| 2.1 | 7 | 16.9 | 1165 | 5.92 | 0.23 | M | 16.9 | 1165 | 7.89 | 0.31 | M |
| 2.4 | 8 | 12.9 | 892 | 6.77 | 0.27 | M | 12.9 | 892 | 9.02 | 0.36 | M |
| 2.7 | 9 | 10.0 | 690 | 7.61 | 0.30 | D | 10.2 | 705 | 10.15 | 0.40 | M |
| 3.0 | 1 0 | 7.3 | 503 | 8.46 | 0.33 | D | 8.3 | 571 | 11.28 | 0.44 | M |
| 3.4 | 1 1 | 5.5 | 378 | 9.30 | 0.37 | D | 6.8 | 472 | 12.41 | 0.49 | M |
| 3.7 | 1 2 | 4.2 | 291 | 10.15 | 0.40 | D | 5.6 | 388 | 13.53 | 0.53 | D |
| 4.0 | 1 3 | 3.3 | 229 | 11.00 | 0.43 | D | 4.4 | 305 | 14.66 | 0.58 | D |
| 4.3 | 1 4 | 2.7 | 183 | 11.84 | 0.47 | D | 3.5 | 244 | 15.79 | 0.62 | D |
| 4.6 | 1 5 | 2.2 | 149 | 12.69 | 0.50 | D | 2.9 | 199 | 16.92 | 0.67 | D |
| 4.9 | 1 6 | 1.8 | 123 | 13.53 | 0.53 | D | 2.4 | 164 | 18.04 | 0.71 | D |
| 5.2 | 1 7 | 1.5 | 102 | 14.38 | 0.57 | D | 2.0 | 137 | 19.17 | 0.75 | D |
| 5.5 | 1 8 | 1.3 | 8 6 | 15.23 | 0.60 | D | 1.7 | 115 | 20.30 | 0.80 | D |
| 5.8 | 1 9 | 1.1 | 7 3 | 16.07 | 0.63 | D | 1.4 | 9 8 | 21.43 | 0.84 | D |
| 6.1 | 2 0 | 0.9 | 6 3 | 16.92 | 0.67 | D | 1.2 | 8 4 | 22.56 | 0.89 | D |
NOTES:
1. Safety Factor considered 2.2 times.
2. Safe Working Load considered based on Simply Supported beam.
3. Considered Minimum Overhanging of 150mm at the time of operation.
DESIGN CRITERIA:
‘M’ – Denoted Moment governed
‘D’ – Denoted Deflection governed
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